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Appl. Sci., Volume 12, Issue 5 (March-1 2022) – 495 articles

Cover Story (view full-size image): Hazelnut is a relevant agro-food supply chain worldwide, whose cultivation is threatened by several biological adversities. Among them, bacterial blight, caused by Xanthomonas arboricola pv. corylina (Xac), is one of the most dangerous. In this work, the lignocellulosic biomasses obtained from hazelnut pruning and shelling residues were used as a renewable source for cellulose nanocrystal and lignin nanoparticle synthesis. Both nanomaterials were deeply characterized for the capability of inhibiting the in vitro growth of Xac and reducing the severity of the disease on hazelnut plants, showing at the same time a full biological compatibility. View this paper
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15 pages, 1077 KiB  
Article
Acoustic Emission Based Fault Detection of Substation Power Transformer
by Xin Ma, Yu Luo, Jian Shi and Hailiang Xiong
Appl. Sci. 2022, 12(5), 2759; https://doi.org/10.3390/app12052759 - 7 Mar 2022
Cited by 7 | Viewed by 2207
Abstract
Fault detection of Substation Power Transformer by Non-contact measurement is important for the safety of machines, instruments, and human beings. To make non-contact measurement as convenient as possible, it is desirable that efficient algorithms based on AE (acoustic emission) discrimination are developed. This [...] Read more.
Fault detection of Substation Power Transformer by Non-contact measurement is important for the safety of machines, instruments, and human beings. To make non-contact measurement as convenient as possible, it is desirable that efficient algorithms based on AE (acoustic emission) discrimination are developed. This paper presents a system for quick and effective fault detection of substation power transformer, based on AE signals collected by non-contact single microphones. In the experiment, collected data were preprocessed in multiple ways and three machine learning algorithms were designed based on classifiers (Convolutional Neural Network (CNN), support vector machine (SVM), and k-nearest neighbors (KNN) algorithm) trained and tested by a tenfold cross-validation technique. After comparison among the designed classifiers, the results show the two-dimensional principal component analysis (2DPCA) preprocess combined with SVM achieved the best comprehensive effectiveness. Full article
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<p>Acoustic and vision inspection robot (<b>a</b>) and spectrograms of seven different types of AE signals send by transformers recorded by the robot: they are (<b>b</b>) Clean normal signals sent by the transformer; (<b>c</b>) Normal signals with bird call; (<b>d</b>) Normal signals with wind sound; (<b>e</b>) Normal signals with rain sound; (<b>f</b>) Normal signals with voice; (<b>g</b>) Discharge signals of transformer; (<b>h</b>) Mechanical sliding signals sent by the transformer.</p>
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<p>The 9 × 39 feature vectors of the 1s AE signals recorded from a certain transformer in the normal running state (<b>a</b>) and the discharging state (<b>b</b>).</p>
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<p>Model architecture for the CNN model used as a comparison.</p>
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<p>Relationship between reconstruction threshold and the number of eigenvectors in PCA (<b>a</b>) and 2DPCA (<b>b</b>).</p>
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<p>Visualization of the Sen for each class (A–G, see <a href="#applsci-12-02759-t001" class="html-table">Table 1</a>), presented for the best classifier SVM (RBF kernel and 2DPCA at <math display="inline"><semantics> <mrow> <mi mathvariant="sans-serif">μ</mi> <mo>=</mo> <mn>0.99</mn> </mrow> </semantics></math>) and CNN.</p>
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27 pages, 496 KiB  
Article
A Rule-Based Grapheme-to-Phoneme Conversion System
by Piotr Kłosowski
Appl. Sci. 2022, 12(5), 2758; https://doi.org/10.3390/app12052758 - 7 Mar 2022
Cited by 5 | Viewed by 3131
Abstract
This article presents a rule-based grapheme-to-phoneme conversion method and algorithm for Polish. It should be noted that the fundamental grapheme-to-phoneme conversion rules have been developed by Maria Steffen-Batóg and presented in her set of monographs dedicated to the automatic grapheme-to-phoneme conversion of texts [...] Read more.
This article presents a rule-based grapheme-to-phoneme conversion method and algorithm for Polish. It should be noted that the fundamental grapheme-to-phoneme conversion rules have been developed by Maria Steffen-Batóg and presented in her set of monographs dedicated to the automatic grapheme-to-phoneme conversion of texts in Polish. The author used previously developed rules and independently developed the grapheme-to-phoneme conversion algorithm.The algorithm has been implemented as a software application called TransFon, which allows the user to convert any text in Polish orthography to corresponding strings of phonemes, in phonemic transcription. Using TransFon, a phonemic Polish language corpus was created out of an orthographic corpus. The phonemic language corpusallows statistical analysis of the Polish language, as well as the development of phoneme- and word-based language models for automatic speech recognition using statistical methods. The developed phonemic language corpus opens up further opportunities for research to improve automatic speech recognition in Polish. The development of statistical methods for speech recognition and language modelling requires access to large language corpora, including phonemic corpora. The method presented here enables the creation of such corpora. Full article
(This article belongs to the Special Issue Automatic Speech Recognition)
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<p>The block diagram of a grapheme-to-phoneme conversion algorithm for a single orthographic letter.</p>
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<p>The frequencies of grapheme-to-phoneme conversion rules used in Polish.</p>
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<p>The frequencies of letters in Polish orthography.</p>
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<p>The fit of Yule’s equation to the ranked frequency distribution of the Polish orthographic letters.</p>
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<p>The fit of Yule’s equation to the ranked frequency distribution of grapheme-to-phoneme conversion rules used for Polish.</p>
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16 pages, 724 KiB  
Article
Recursive Optimal Finite Impulse Response Filter and Its Application to Adaptive Estimation
by Bokyu Kwon and Sang-il Kim
Appl. Sci. 2022, 12(5), 2757; https://doi.org/10.3390/app12052757 - 7 Mar 2022
Cited by 7 | Viewed by 2061
Abstract
In this paper, the recursive form of an optimal finite impulse response filter is proposed for discrete time-varying state-space models. The recursive form of the finite impulse response filter is derived by employing finite horizon Kalman filtering with optimally estimated initial conditions. The [...] Read more.
In this paper, the recursive form of an optimal finite impulse response filter is proposed for discrete time-varying state-space models. The recursive form of the finite impulse response filter is derived by employing finite horizon Kalman filtering with optimally estimated initial conditions. The horizon initial state and its error covariance on the horizon are optimally estimated by using recent finite measurements, in the sense of maximum likelihood estimation, then initiating the finite horizon Kalman filter. The optimality and unbiasedness of the proposed filter are proved by comparison with the conventional optimal finite impulse response filter in batch form. Moreover, an adaptive FIR filter is also proposed by applying the adaptive estimation scheme to the proposed recursive optimal FIR filter as its application. To evaluate the performance of the proposed algorithms, a computer simulation is performed to compare the conventional Kalman filter and adaptive Kalman filters for the gas turbine aircraft engine model. Full article
(This article belongs to the Section Robotics and Automation)
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<p>(<b>a</b>) The concept of RHK filter. (<b>b</b>) The concept of KUFIR filter.</p>
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<p>The concept of modified sequential noise statistics estimation in AFIR filter.</p>
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<p>Estimation error for the first state <math display="inline"><semantics> <msub> <mi>x</mi> <mrow> <mn>1</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> </semantics></math> (<math display="inline"><semantics> <mrow> <msub> <mi>e</mi> <mrow> <mn>1</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> <mo>=</mo> <msub> <mi>x</mi> <mrow> <mn>1</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> <mo>−</mo> <msub> <mover accent="true"> <mi>x</mi> <mo stretchy="false">^</mo> </mover> <mrow> <mn>1</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> </mrow> </semantics></math>).</p>
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<p>Estimation error for the second state <math display="inline"><semantics> <msub> <mi>x</mi> <mrow> <mn>2</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> </semantics></math> (<math display="inline"><semantics> <mrow> <msub> <mi>e</mi> <mrow> <mn>2</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> <mo>=</mo> <msub> <mi>x</mi> <mrow> <mn>2</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> <mo>−</mo> <msub> <mover accent="true"> <mi>x</mi> <mo stretchy="false">^</mo> </mover> <mrow> <mn>2</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> </mrow> </semantics></math>).</p>
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<p>Estimation error for the third state <math display="inline"><semantics> <msub> <mi>x</mi> <mrow> <mn>3</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> </semantics></math> (<math display="inline"><semantics> <mrow> <msub> <mi>e</mi> <mrow> <mn>3</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> <mo>=</mo> <msub> <mi>x</mi> <mrow> <mn>3</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> <mo>−</mo> <msub> <mover accent="true"> <mi>x</mi> <mo stretchy="false">^</mo> </mover> <mrow> <mn>3</mn> <mo>,</mo> <mi>k</mi> </mrow> </msub> </mrow> </semantics></math>).</p>
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21 pages, 5139 KiB  
Article
Prestress Force Monitoring and Quantification of Precast Segmental Beams through Neutral Axis Location Identification
by Han Li, Jun Li, Yu Xin, Hong Hao, Tan D. Le and Thong M. Pham
Appl. Sci. 2022, 12(5), 2756; https://doi.org/10.3390/app12052756 - 7 Mar 2022
Cited by 4 | Viewed by 1774
Abstract
This paper proposes using neutral axis locations to monitor and quantify the prestress force in post-tensioned precast segmental beams. Strain measurements are used to obtain the neutral axis locations of specific cross-sections of the precast prestressed segmental beams, based on the plane–remains–plane and [...] Read more.
This paper proposes using neutral axis locations to monitor and quantify the prestress force in post-tensioned precast segmental beams. Strain measurements are used to obtain the neutral axis locations of specific cross-sections of the precast prestressed segmental beams, based on the plane–remains–plane and linear strain distribution assumption. A theoretical calculation method based on the static equilibrium of a specific cross-section is developed to calculate the prestress force in segmental beams based on the neutral axis location. To verify the accuracy of the proposed method, a post-tensioned prestressed segmental beam is built and tested in the laboratory. A corresponding high-fidelity finite element model is also developed based on the beam design and material properties. Experimental studies and numerical simulations are conducted to verify the feasibility and accuracy of the proposed method in quantifying the prestress force in precast segmental beams. Both experimental and numerical results demonstrate that the proposed method can reliably estimate the prestress force, which can be used to monitor the prestress force loss in post-tensioned structures. Full article
(This article belongs to the Special Issue Inspection and Monitoring Techniques for Bridges and Civil Structures)
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<p>Strain distribution along the cross-section of the beam.</p>
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<p>Schematic for the force equilibrium of the beam.</p>
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<p>Tested precast prestressed concrete segmental beam.</p>
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<p>Cross-section of the segmental beam.</p>
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<p>Typical setup for applying the post-tensioning force.</p>
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<p>Locations of the strain gauges attached on the segmental beams.</p>
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<p>Typical experimental setup for static loading test.</p>
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<p>Location of linear variable differential transformers (LVDTs).</p>
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<p>Developed finite element model in ANSYS.</p>
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<p>Longitudinal stress contours of the beam under prestress force of 107 kN.</p>
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<p>(<b>a</b>) The stress distribution contour in the longitudinal direction of the cross-section with strain gauges in S2. (<b>b</b>) Stress distribution over the cross-section with strain gauges in S2.</p>
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<p>(<b>a</b>) The stress distribution in the longitudinal direction of the cross-section of strain gauge locations in S3. (<b>b</b>) Stress distribution over the cross-section with strain gauges in S3.</p>
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<p>(<b>a</b>) The stress distribution in the longitudinal direction of the cross-section of strain gauge locations in S3. (<b>b</b>) Stress distribution over the cross-section with strain gauges in S3.</p>
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<p>Dynamic load applied on the numerical model.</p>
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<p>The strain responses calculated from the FEM at the locations of II_t and II_b.</p>
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<p>Prestress force identification results: (<b>a</b>) The identified prestress force from strain measurements. (<b>b</b>) The relative error between the simulated prestress force in the FEM and the identified prestress force with strain responses.</p>
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21 pages, 12669 KiB  
Article
Automation of Property Acquisition of Single Track Depositions Manufactured through Direct Energy Deposition
by Jorge Gil, Abílio de Jesus, Maria Beatriz Silva, Maria F. Vaz, Ana Reis and João Manuel R. S. Tavares
Appl. Sci. 2022, 12(5), 2755; https://doi.org/10.3390/app12052755 - 7 Mar 2022
Cited by 1 | Viewed by 2107
Abstract
Metallic additive manufacturing processes have been significantly developed since their inception with modern systems capable of manufacturing components for structural applications. However, successful processing through these methods requires extensive experimentation before optimised parameters can be found. In laser-based processes, such as direct energy [...] Read more.
Metallic additive manufacturing processes have been significantly developed since their inception with modern systems capable of manufacturing components for structural applications. However, successful processing through these methods requires extensive experimentation before optimised parameters can be found. In laser-based processes, such as direct energy deposition, it is common for single track beads to be deposited and subjected to analysis, yielding information on how the input parameters influence characteristics such as the output’s adhesion to the substrate. These characteristics are often determined using specialised software, from images obtained by cross-section cutting the line beads. The proposed approach was based on a Python algorithm, using the scikit-image library and optical microscopy imaging from produced 18Ni300 Maraging steel on H13 tool steel, and it computes the relevant properties of DED-produced line beads, such as the track height, width, penetration, wettability angles, cross-section areas above and below the substrate and dilution proportion. 18Ni300 Maraging steel depositions were optimised with a laser power of 1550 W, feeding rate of 12 gmin1, scanning speed of 12 mm s1, shielding gas flow rate of 25 Lmin1 and carrier gas flow rate of 4 Lmin1 for a laser spot diameter of 2.1mm. Out of the cross-sectioned beads, their respective height, width and penetration were calculated with 2.71%, 4.01% and 9.35% errors; the dilution proportion was computed with 14.15% error, the area above the substrate with 5.27% error and the area below the substrate with 17.93% error. The average computational time for the processing of one image was 12.7s. The developed approach was purely segmentational and could potentially benefit from machine-learning implementations. Full article
(This article belongs to the Topic Additive Manufacturing)
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<p>Schematic representation of DED-produced line bead properties.</p>
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<p>Powder morphology obtained through SEM and its size distribution calculated through DLS.</p>
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<p>Developed algorithm’s flowchart: user inputs limited to first step.</p>
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<p>Stages associated with the binarisation of the line bead and the substrate (line bead displayed equates to Track 1). Step 1 is the original image; Step 2 is the result of applying a Sauvola threshold to the original image; Step 3 is the result of denoising the sauvola threshold with a white top-hat filter and a disk structuring element of radius 1 px; Step 4 is the binarised image, in which the background has value of 1 and the foreground has values of 0. The scale in the original image (Step 1) was added in post-processing and was not part of the image during the image processing.</p>
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<p>Frequency response pertaining to the sum of pixel values, by column, of the image belonging to track 33.</p>
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<p>Operations associated with detecting the coordinate of the substrate’s interface with the background, for line bead 1 (the first derivative’s global minimum is one potential indicator of the substrate’s starting location).</p>
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<p>The detection of the bead’s limits through the interception of the normalised sum of pixel values with an established threshold (shown track equates to track 1).</p>
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<p>Determination of the penetration limit through the global maxima of the normalised sum of pixel values’ first derivative.</p>
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<p>Influence of the height <span class="html-italic">r</span> considered when computing wettability angles (example shown pertains to track 1).</p>
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<p>Stages associated with the segmentation of the diluted zone (example shown corresponds to track 1).</p>
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<p>Parametrisation window overlayed with cross-section images of the produced beads: Lower ratios between the scanning speed and feeding rate lead to low dilution proportions and large wettability angles, while increased ratios lead to decreased bead heights.</p>
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<p>Examples of processed images with the elaborated algorithm (scale in pixels): the areas above and below the substrate are green and red, respectively; lines indicative of the width, height, substrate line, wettability angles and penetration limit are shown in blue. The images (<b>a</b>), (<b>b</b>), (<b>c</b>), (<b>d</b>), (<b>e</b>) and (<b>f</b>) are Tracks 1, 12, 32, 35, 41 an 56, respectively. Scale in the original image was added in post-processing and was not part of the image during the execution of the code.</p>
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<p>Comparison between the specific energy <span class="html-italic">E</span> and ratio between scanning speed and feeding rate <math display="inline"><semantics> <mrow> <msub> <mi>v</mi> <mi>s</mi> </msub> <mo>/</mo> <msub> <mi>f</mi> <mi>r</mi> </msub> </mrow> </semantics></math> between the present work and other research: Yao et al. [<a href="#B29-applsci-12-02755" class="html-bibr">29</a>], Félix-Marínez et al. [<a href="#B28-applsci-12-02755" class="html-bibr">28</a>] and Amirabdollahian et al. [<a href="#B39-applsci-12-02755" class="html-bibr">39</a>]. The parameters shown by [<a href="#B28-applsci-12-02755" class="html-bibr">28</a>] were optimised for dilution <math display="inline"><semantics> <mrow> <mo>≥</mo> <mn>10</mn> <mo>%</mo> </mrow> </semantics></math>, and the work by Yao et al. [<a href="#B29-applsci-12-02755" class="html-bibr">29</a>] where the parameters resulted in a specimen with the largest tensile strength.</p>
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26 pages, 1475 KiB  
Article
A Cloud Microservices Architecture for Data Integrity Verifiability Based on Blockchain
by Juan Carlos López-Pimentel, Luis Alberto Morales-Rosales and Ignacio Algredo-Badillo
Appl. Sci. 2022, 12(5), 2754; https://doi.org/10.3390/app12052754 - 7 Mar 2022
Cited by 4 | Viewed by 3105
Abstract
The current digital age, mainly characterized by an economy based upon information technology, demands a data integrity service, even more so because organizations and companies are migrating their services over the cloud. This is not a simple task; it is cumbersome since traditional [...] Read more.
The current digital age, mainly characterized by an economy based upon information technology, demands a data integrity service, even more so because organizations and companies are migrating their services over the cloud. This is not a simple task; it is cumbersome since traditional schemes in databases could be subject to modifications. However, it can be solved using blockchain technology. This paper provides a data integrity verifiability architecture for cloud systems based on blockchain. The architecture provides a mechanism to store events (as logs) within a blockchain platform from any cloud system. Users can then consult data integrity through a microservice, acting as an intermediate server that carries out a set of verification steps within the blockchain, which confirms the integrity of a previously stored log. Our architecture takes advantage of the blockchain strength concerning integrity, providing a traceability track of the stored logs. A prototype system and a case study were implemented based on the proposed architecture. Our experimental results show that the proposed decentralized architecture can be adapted to cloud existing systems that were born without blockchain technology and require a modular and scalable audit characteristic. Full article
(This article belongs to the Special Issue Cybersecurity in Cloud Computing)
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<p>General Model: interaction among The Cloud System, The Verifiability Blockchain Service Interface and the blockchain.</p>
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<p>Storing operation, illustrating communication between Event API-Gateway, <span class="html-italic">Storing</span>, <span class="html-italic">Users-Authorization</span> service and the blockchain.</p>
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<p>Consulting operation, illustrating communication among Event API-Gateway, <span class="html-italic">Consulting</span>, and <span class="html-italic">Users-Authorization</span> services and the blockchain.</p>
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<p>The smart contracts illustrated as class diagrams.</p>
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<p>Microservices and technologies implemented in the proposal architecture.</p>
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<p>An avocado cloud system integrated with VBSIarchitecture.</p>
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<p>Sequence diagram: stating an execution tree operations of the avocado supply chain with their smart contracts.</p>
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<p>Blockchain representation of the smart contracts shown in <a href="#applsci-12-02754-f007" class="html-fig">Figure 7</a>.</p>
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<p>The <b>Left</b> table shows some data about where the resources are stored off-chain and in the blockchain; and the <b>right</b> table shows the logs stored in each Bitacora of the smart contracts.</p>
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<p>Storing and consulting service example using Postman application.</p>
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<p>User interface to test the creation of different types of users.</p>
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<p>Latency details shown in the graphical interface while sending and receiving requests.</p>
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<p>Mobile application to check the traceability of an avocado supply chain and the log example obtained from the blockchain.</p>
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22 pages, 19568 KiB  
Article
Typology of Pure Deodar Forests Driven by Vegetation–Environment Relations in Manoor Valley, Northwestern Himalaya
by Inayat Ur Rahman, Aftab Afzal, Zafar Iqbal, Eduardo Soares Calixto, Jawaher Alkahtani, Mona S. Alwahibi, Niaz Ali, Rukhsana Kausar, Uzma Khan and Rainer W. Bussmann
Appl. Sci. 2022, 12(5), 2753; https://doi.org/10.3390/app12052753 - 7 Mar 2022
Cited by 2 | Viewed by 2403
Abstract
The current research was carried out to characterize the phytosociology of the forests of one of Pakistan’s most valuable tree species (Deodar) across its native range. In this context, our main hypothesis was that, along the altitudinal gradient, we would find different plant [...] Read more.
The current research was carried out to characterize the phytosociology of the forests of one of Pakistan’s most valuable tree species (Deodar) across its native range. In this context, our main hypothesis was that, along the altitudinal gradient, we would find different plant communities that would be driven by different environmental variables (climatic, edaphic, and physiographic). Therefore, to assess the vegetation structure of the pure Deodar forests of the unexplored Manoor Valley (Northwestern Himalaya), Pakistan, frequent field visits were carried out during different seasons of 2015–2018. Ecological methods: Line transects sampling (23 stands) and phytosociological attributes were evaluated in relation to geographical and environmental variables. Various statistical software applications (i.e., PCORD, RStudio 4.0, and R 3.6.1) were used to examine all of the gathered data of plant species and environmental variables. A total of three different plant communities (Cedrus–Isodon–Cynodon, Cedrus–Cynodon–Dryopteris, and Sambucus–Cedrus–Desmodium) were identified by grouping 162 species and 23 stands in pure Deodar forests under the influence of geographic, slope, edaphic, and climatic variables, ranging from 1580.8 to 2373.8 m. The altitude (1936–2373 m), slope angle (25–85°), sandy (29–48%) and loamy soil texture, wind speed (1.45 ms−1), and temperature (25.8 °C) all had a strong influence on the Sambucus–Cedrus–Desmodium community. In contrast with this, the Cedrus–Cynodon–Dryopteris community showed a positively significant relationship with the northeastern slope, silty (32–58%) and sandy (15.8–55%) loamy soil texture, and barometric pressure (814.3 pa). Nonetheless, the Cedrus–Isodon–Cynodon community revealed a significant positive association with the northeastern to southwestern slope, pH (6.3), wet bulb (19.7), and dew point (17.7). We found significant differences (p < 0.001) among the three communities found in the pure Deodar forests in the four diversity indexes. The Sambucus–Cedrus–Desmodium community has the maximum number of plants (129 species), Shannon’s diversity (H’ = 3.7), and Simpson’s dominance (0.98) values among the recorded communities. The Pielou’s evenness index value was led by the Cedrus–Isodon–Cynodon community (0.97). Beta diversity showed a dissimilarity lower than 50% among the three communities. Simple term effects in the canonical correspondence analysis model revealed significant (p < 0.05) differences in altitude, slope angle, slope (southeastern), and wind speed variables. The present investigation sheds light on vegetation pattern and species contribution as a function of environmental gradients and provides a baseline for future studies. Full article
(This article belongs to the Special Issue Plant Biodiversity Patterns and Their Driving Forces)
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<p>Map of the study area (Manoor Valley/Area) generated by ArcGIS software.</p>
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<p>Cluster analysis displaying three different plant communities’ recognition based upon the grouping of 23 stands and 162 plant species. CIC, <span class="html-italic">Cedrus–Isodon–Cynodon</span>; CCD, <span class="html-italic">Cedrus–Cynodon–Dryopteris</span>; SCD, <span class="html-italic">Sambucus–Cedrus–Desmodium</span>.</p>
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<p>TWCA analysis displaying three distinct communities recognized based on 162 plant species recorded from 23 stands. Each blue dot represents the existence of a species, whereas each white dot indicates its absence. (For the complete names of plant communities, see <a href="#applsci-12-02753-f002" class="html-fig">Figure 2</a>).</p>
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<p>Multivariate analyses among plant communities of pure Deodar forest and environmental variables. (<b>a</b>–<b>d</b>) Non-Multidimensional Scaling (NMDS) of three plant communities and their ecological variables such as geographic (<b>a</b>), slope (<b>b</b>), edaphic (<b>c</b>), and climatic (<b>d</b>). (<b>e</b>) Principal Component Analysis (PCA) ordination of three communities along the environmental variables. For the complete names of plant communities, see <a href="#applsci-12-02753-f002" class="html-fig">Figure 2</a>.</p>
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<p>Ternary plot demonstrating the distribution pattern of communities on the basis of soil texture (clay, sand, and silt). (For the complete names of plant communities, see <a href="#applsci-12-02753-f002" class="html-fig">Figure 2</a>).</p>
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<p>Variation in geographic and environmental gradients among the three plant communities of pure Deodar forests. For the complete names of plant communities, see <a href="#applsci-12-02753-f002" class="html-fig">Figure 2</a>.</p>
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<p>Beta diversity (βsim and βsne) among three plant communities of pure Deodar forest. (For the complete names of plant communities, see <a href="#applsci-12-02753-f002" class="html-fig">Figure 2</a>).</p>
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<p>Variation of diversity indexes among the three plant communities recognized in pure Deodar forest (GLM results and associated <span class="html-italic">p</span>-values are displayed at each plot). (<b>a</b>–<b>d</b>) Species richness (<b>a</b>), Shannon diversity (<b>b</b>), Simpson diversity (<b>c</b>), and Pielou’s evenness (<b>d</b>). (For the complete names of plant communities, see <a href="#applsci-12-02753-f002" class="html-fig">Figure 2</a>).</p>
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<p>Venn diagram [<a href="#B78-applsci-12-02753" class="html-bibr">78</a>] illustrating the variation partitioning results (partial CCA) and contribution (%) of the four major variable classes studied.</p>
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23 pages, 4366 KiB  
Review
Damage Characteristics of Thermally Deteriorated Carbonate Rocks: A Review
by Umer Waqas, Hafiz Muhammad Awais Rashid, Muhammad Farooq Ahmed, Ali Murtaza Rasool and Mohamed Ezzat Al-Atroush
Appl. Sci. 2022, 12(5), 2752; https://doi.org/10.3390/app12052752 - 7 Mar 2022
Cited by 4 | Viewed by 2135
Abstract
This review paper summarizes the recent and past experimental findings to evaluate the damage characteristics of carbonate rocks subjected to thermal treatment (20–1500 °C). The outcomes of published studies show that the degree of thermal damage in the post-heated carbonate rocks is attributed [...] Read more.
This review paper summarizes the recent and past experimental findings to evaluate the damage characteristics of carbonate rocks subjected to thermal treatment (20–1500 °C). The outcomes of published studies show that the degree of thermal damage in the post-heated carbonate rocks is attributed to their rock fabric, microstructural patterns, mineral composition, texture, grain cementations, particle orientations, and grain contact surface area. The expressive variations in the engineering properties of these rocks subjected to the temperature (>500 °C) are the results of chemical processes (hydration, dehydration, deionization, melting, mineral phase transformation, etc.), intercrystalline and intergranular thermal cracking, the separation between cemented particles, removal of bonding agents, and internal defects. Thermally deteriorated carbonate rocks experience a significant reduction in their fracture toughness, static–dynamic strength, static–dynamic elastic moduli, wave velocities, and thermal transport properties, whereas their porous network properties appreciate with the temperature. The stress–strain curves illustrate that post-heated carbonate rocks show brittleness below a temperature of 400 °C, brittle–ductile transformation at a temperature range of 400 to 500 °C, and ductile behavior beyond this critical temperature. The aspects discussed in this review comprehensively describe the damage mechanism of thermally exploited carbonate rocks that can be used as a reference in rock mass classification, sub-surface investigation, and geotechnical site characterization. Full article
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<p>Percentage increase of thermal elongation in the bond length of Ca-O and Mg-O adapted from Reeder and Markgraf [<a href="#B52-applsci-12-02752" class="html-bibr">52</a>].</p>
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<p>Crack propagation from a typical Griffith’s crack in a 2-dimensional stress field adapted from Hoek and Martin [<a href="#B69-applsci-12-02752" class="html-bibr">69</a>].</p>
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<p>Schematic diagram showing crack propagation and its offset around the fossil fragments adapted from Hoagland et al. [<a href="#B71-applsci-12-02752" class="html-bibr">71</a>].</p>
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<p>The behavior of limestone under compression test at ambient temperature and low confining pressure adapted from Zhao and Cao [<a href="#B79-applsci-12-02752" class="html-bibr">79</a>].</p>
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<p>Uniaxial compression test on limestone subjected to various temperatures adapted from Mao et al. [<a href="#B80-applsci-12-02752" class="html-bibr">80</a>].</p>
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<p>Triaxial compression on limestones subjected to various temperatures adapted from Castagna et al. [<a href="#B81-applsci-12-02752" class="html-bibr">81</a>].</p>
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<p>High-speed camera images show crack initiation and propagation under dynamic loading adapted from Zhang [<a href="#B86-applsci-12-02752" class="html-bibr">86</a>].</p>
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<p>Limestone specimens heated at (<b>a</b>) 25 °C, (<b>b</b>) 200 °C, (<b>c</b>) 400 °C, and (<b>d</b>) 600 °C show their stress–strain curves under dynamic loading conditions adapted from Ping et al. [<a href="#B89-applsci-12-02752" class="html-bibr">89</a>].</p>
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<p>Effect of temperature on thermal conductivity and thermal diffusivity of carbonate rocks tested at various temperatures. TC and TD represent the thermal conductivity and thermal diffusivity, respectively.</p>
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15 pages, 56350 KiB  
Article
Studies Regarding the Antibacterial Effect of Plant Extracts Obtained from Epilobium parviflorum Schreb
by Erdogan Elvis Șachir, Cristina Gabriela Pușcașu, Aureliana Caraiane, Gheorghe Raftu, Florin Ciprian Badea, Mihaela Mociu, Claudia Maria Albu, Liliana Sachelarie, Loredana Liliana Hurjui and Cristina Bartok-Nicolae
Appl. Sci. 2022, 12(5), 2751; https://doi.org/10.3390/app12052751 - 7 Mar 2022
Cited by 6 | Viewed by 2927
Abstract
The present study was carried out to develop an experimental endodontic irrigant solution based on plant extracts obtained from Epilobium parviflorum Schreb. that largely replenish the properties of the usual antiseptics used in dentistry. Background: This study investigated the phytochemical contents of plant [...] Read more.
The present study was carried out to develop an experimental endodontic irrigant solution based on plant extracts obtained from Epilobium parviflorum Schreb. that largely replenish the properties of the usual antiseptics used in dentistry. Background: This study investigated the phytochemical contents of plant extracts obtained from Epilobium parviflorum Schreb. and their potential antibacterial activity. Methods: Identification and quantification of biologically active compounds were made by UV field photo spectrometry, adapting the Folin-Ciocalteu test method. Antibacterial activity was tested on pathological bacterial cultures collected from tooth with endodontic infections using a modified Kirby-Bauer diffuse metric method. Results: Polyphenols and flavonoids were present in all plant extracts; the hydroalcoholic extract had the highest amount of polyphenols—17.44 pyrogallol equivalent (Eq Pir)/mL and flavonoids—3.13 quercetin equivalent (Eq Qr)/mL. Plant extracts had antibacterial activity among the tested bacterial species with the following inhibition diameter: White Staphylococcus (16.5 mm), Streptococcus mitis (25 mm), Streptococcus sanguis (27 mm), Enterococcus faecalis (10 mm). Conclusions: All plant extracts contain polyphenols and flavonoids; the antibacterial activity was in direct ratio with the amount of the bioactive compounds. Full article
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<p>(<b>a</b>,<b>b</b>)—Bacterial cultures developed from pathological products after thermostating at 37 °C for 24 h.</p>
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<p>(<b>a</b>,<b>b</b>) API kit (Bio-Merieux, Craponne, France) for the identification of bacterial cultures.</p>
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<p>Bacterial cultures, (<b>a</b>) <span class="html-italic">Escherichia coli</span>; (<b>b</b>) <span class="html-italic">Enterococcus faecalis</span>.</p>
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<p>Bacterial cultures, (<b>a</b>) <span class="html-italic">Streptococcus mitis</span>; (<b>b</b>) <span class="html-italic">Streptococcus sanguis</span>.</p>
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<p>Sampling of bacterial colonies for later introduction into isotonic chloride suspension.</p>
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<p>Measurement of the turbidity of the sodium microorganism suspension solution.</p>
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<p>Applying the filter paper disc saturated with 50 μL of the test solution.</p>
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<p>Commercial endodontic irrigants.</p>
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<p>White <span class="html-italic">Staphylococcus</span>. (<b>a</b>) NaOCl 5.25%; (<b>b</b>) CHX 2%; (<b>c</b>) NaOCl 2%; (<b>d</b>) hydroalcoholic vegetable extract; (<b>e</b>) ultrasonicated hydroalcoholic vegetable extract; (<b>f</b>) aqueous vegetable extract.</p>
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<p><span class="html-italic">Streptococcus mitis</span>. (<b>a</b>) NaOCl 5.25%; (<b>b</b>) CHX 2%; (<b>c</b>) NaOCl 2%; (<b>d</b>) hydroalcoholic vegetable extract (<b>e</b>) ultrasonicated hydroalcoholic vegetable extract; (<b>f</b>) aqueous vegetable extract.</p>
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<p><span class="html-italic">Streptococcus sanguis</span>. (<b>a</b>) NaOCl 5.25%; (<b>b</b>) CHX 2%; (<b>c</b>) NaOCl 2%; (<b>d</b>) hydroalcoholic vegetable extract; (<b>e</b>) ultrasonicated hydroalcoholic vegetable extract; (<b>f</b>) aqueous vegetable extract.</p>
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<p><span class="html-italic">Escherichia coli</span>. (<b>d</b>) hydroalcoholic vegetable extract; (<b>e</b>) ultrasonicated hydroalcoholic vegetable extract; (<b>f</b>) aqueous vegetable extract.</p>
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<p><span class="html-italic">Enterococcus faecalis</span>. (<b>a</b>) NaOCl 5.25%; (<b>b</b>) CHX 2%; (<b>c</b>) NaOCl 2%; (<b>d</b>) hydroalcoholic vegetable extract; (<b>e</b>) ultrasonicated hydroalcoholic vegetable extract; (<b>f</b>) aqueous vegetable extract.</p>
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<p>Calibration curve for the pyrogallol standard.</p>
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<p>Calibration curve for the quercetin standard.</p>
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<p>Inhibition areas in mm of plant extracts.</p>
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14 pages, 4216 KiB  
Article
Dynamic Virtual Energy Storage System Operation Strategy for Smart Energy Communities
by Eunsung Oh and Sung-Yong Son
Appl. Sci. 2022, 12(5), 2750; https://doi.org/10.3390/app12052750 - 7 Mar 2022
Cited by 5 | Viewed by 2403
Abstract
The concept of a virtual energy storage system (VESS) is based on the sharing of a large energy storage system by multiple units; however, the capacity allocation for each unit limits the operation performance of the VESS. This study proposes an operation strategy [...] Read more.
The concept of a virtual energy storage system (VESS) is based on the sharing of a large energy storage system by multiple units; however, the capacity allocation for each unit limits the operation performance of the VESS. This study proposes an operation strategy of a dynamic VESS for smart energy communities. The proposed VESS operation strategy considers the usage-limited constraint rather than the capacity allocation constraint and it guarantees the usage of VESS resources of each participant for an operation period. Therefore, the degrees of freedom for VESS operation can be increased at each operation time. The dynamic VESS operation problem is formulated as a mixed-integer linear problem that could be solved optimally by applying gradient methods and dual decomposition. The dataset of a VESS in Korea is used for simulation. The simulation results demonstrate that, when the proposed operation strategy is used, the cost efficiency achieved is more than twice that achieved when the existing VESS operation strategy is used. Furthermore, the proposed strategy accurately reflects the characteristics of the participants; thus, more units can participate in the VESS operation service. The proposed VESS operation can improve the system performance of the utility grid and increase the net benefit of the participants. Full article
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<p>Constitution of a virtual energy storage system (VESS) for smart energy community (SEC).</p>
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<p>Comparison of the virtual energy storage system (VESS) operation according to <b>P0</b> and <b>P1</b>: (<b>a</b>) VESS operation for participants 1 and 2 by <b>P0</b>; (<b>b</b>) VESS operation for participants 1 and 2 by <b>P1</b>.</p>
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<p>Performance comparison of the VESS operation according to <b>P0</b> and <b>P1</b> with varying VESS capacity: (<b>a</b>) average net benefit of participants; (<b>b</b>) return of investment of participants.</p>
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<p>Savings on electricity bills of the participants when the implemented VESS capacity is 150 kWh.</p>
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<p>Peak demand reduction ratio with varying implemented VESS capacity.</p>
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<p>Percentage of participants using the VESS service. The participant rate is measured as the number of units who participant the VESS service among all SEC units, i.e., 127 units.</p>
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<p>Pearson’s linear correlation coefficient (PLCC) between the characteristics of the participants and the allocated VESS capacity with varying implemented VESS capacity: (<b>a</b>) PLCC between the original electricity bill and the allocated VESS capacity; (<b>b</b>) PLCC between the peak demand and the allocated VESS capacity.</p>
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<p>Return of investment of participants with varying the price factor.</p>
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24 pages, 12769 KiB  
Article
Application of Tucker Decomposition in Temperature Distribution Reconstruction
by Zhaoyu Liu, Shi Liu, Minxin Chen, Yaofang Zhang and Pengbo Yao
Appl. Sci. 2022, 12(5), 2749; https://doi.org/10.3390/app12052749 - 7 Mar 2022
Cited by 2 | Viewed by 1512
Abstract
Constrained by cost, measuring conditions and excessive calculation, it is difficult to reconstruct a 3D real-time temperature field. For the purpose of solving these problems, a three-dimensional temperature distribution reconstruction algorithm based on Tucker decomposition algorithm is proposed. The Tucker decomposition algorithm is [...] Read more.
Constrained by cost, measuring conditions and excessive calculation, it is difficult to reconstruct a 3D real-time temperature field. For the purpose of solving these problems, a three-dimensional temperature distribution reconstruction algorithm based on Tucker decomposition algorithm is proposed. The Tucker decomposition algorithm is used to reduce the dimension of the measured data, and the processed core tensor is used for the temperature field reconstruction of sparse data. Theoretical analysis and simulations show that the proposed method is feasible; the overall optimization is realized by selecting the appropriate core tensor dimensions; and the reconstruction error is less than 3%. Results indicate that the proposed method can yield a reliable reconstruction solution and can be applied to real-time applications. Full article
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<p>Flow diagram of three-dimensional reconstruction method.</p>
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<p>Calculation results of single-peak temperature field model in a cubic area.</p>
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<p>Reconstruction result of single-peak temperature field model in cubic area.</p>
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<p>Reconstruction errors of single-peak temperature field model in cubic area.</p>
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<p>Two-peak temperature distribution model in cubic area: (<b>a</b>) calculation results of two-peak temperature distribution model in a cubic area; (<b>b</b>) reconstruction result of two-peak temperature distribution model in cubic area.</p>
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<p>Reconstruction errors of two-peak temperature distribution model in cubic area.</p>
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<p>Three-peak temperature distribution model in a cubic area: (<b>a</b>) calculation results of three-peak temperature distribution model in a cubic area; (<b>b</b>) reconstruction results of three-peak temperature distribution model in a cubic area.</p>
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<p>Reconstruction errors of three-peak temperature distribution model in cubic area.</p>
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<p>Diagram of burner outlet structure.</p>
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<p>Geometry of the simulation model.</p>
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<p>Temperature comparison in <span class="html-italic">z</span>-axis.</p>
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<p>Temperature comparison in different locations: (<b>a</b>) Temperature comparison in z = 30 d; (<b>b</b>) Temperature comparison in z = 45 d; (<b>c</b>) Temperature comparison in z = 60 d; (<b>d</b>) Temperature comparison in z = 75 d.</p>
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<p>Simulation results of test case 5 (Three-dimensional).</p>
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<p>Temperature deviations of reconstruction results in test case 5 (Three-dimensional).</p>
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<p>Reconstruction errors of simulation data (Three-dimensional).</p>
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<p>Sensitivity of optimization algorithm under different noise-added conditions.</p>
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<p>Optimized effects of core tensor dimension.</p>
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22 pages, 11623 KiB  
Article
Analysis of Adhesive Joints in a GFRP Bridge Deck under Bidirectional Bending Due to Traffic Wheel Loads
by Sin-Zeon Park, Seong-Hoon Jeong, Hyerin Lee and Kee-Jeung Hong
Appl. Sci. 2022, 12(5), 2748; https://doi.org/10.3390/app12052748 - 7 Mar 2022
Viewed by 1632
Abstract
Glass-fiber-reinforced polymer (GFRP) decks have been widely used in the rehabilitation and construction of bridges as a replacement for conventional deck materials, such as steel, concrete, and wood. In this study, an analysis method for checking the local safety of joints in adhesively [...] Read more.
Glass-fiber-reinforced polymer (GFRP) decks have been widely used in the rehabilitation and construction of bridges as a replacement for conventional deck materials, such as steel, concrete, and wood. In this study, an analysis method for checking the local safety of joints in adhesively connected GFRP decks under bidirectional bending due to traffic wheel loads is newly presented. This method can be applied for designing and evaluating the joints of other FRP decks. The orthotropic material properties of the deck were approximately assumed according to the test results and previous research. Three-dimensional solid elements were used to simulate the local behavior of the adhesive and deck substrates at the joints. Global deflections of the deck and local deformations of the adhesive were evaluated for serviceability. The local stresses in the adhesive and deck substrate are evaluated at the joint to check for local failure modes of the joint under serviceability and ultimate limit states. The analysis results indicate that local failures of the adhesive and deck substrate at the joint occurred. Recommendations for avoiding these local failures and performing more precise analysis are suggested. Full article
(This article belongs to the Special Issue Selected Papers from ICAET 2022)
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<p>Configuration of section and adhesive layer in TG200 bridge deck. (<b>a</b>) Section dimensions; (<b>b</b>) stepped lap joint; (<b>c</b>) dimensions of adhesive layer.</p>
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<p>Configuration of section and adhesive layer in TG200 bridge deck. (<b>a</b>) Section dimensions; (<b>b</b>) stepped lap joint; (<b>c</b>) dimensions of adhesive layer.</p>
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<p>KL-510 design truck load per Korean Highway Bridge Design Code [<a href="#B14-applsci-12-02748" class="html-bibr">14</a>].</p>
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<p>Load configurations per Korean Highway Bridge Design Code [<a href="#B14-applsci-12-02748" class="html-bibr">14</a>]. (<b>a</b>) Load configuration 1 (LC1); (<b>b</b>) load configuration 2 (LC2).</p>
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<p>Dimensions and boundary conditions of the deck.</p>
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<p>Parts of FE model with different solid-element densities. (<b>a</b>) Load configuration 1 (LC1); (<b>b</b>) load configuration 2 (LC2).</p>
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<p>Detailed section views of the FE model. (<b>a</b>) Top (blue), bottom (red), and web plates (gray) and joint adhesive (blue lines) of the deck tube; (<b>b</b>) tie elements (red) between deck tubes and adhesives.</p>
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<p>Partial section view of the discretized FE model.</p>
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<p>Deflections of the deck with different boundary conditions and loading configurations.</p>
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<p>Deflections of the deck with different boundary conditions and loading configurations.</p>
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<p>Deflections along the weak axis.</p>
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<p>Deflections along the strong axis.</p>
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<p>Weak-axis tensile strains along the (<b>a</b>) top surface and (<b>b</b>) bottom surface of the deck under FX and LC1 in SLS.</p>
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<p>Weak-axis tensile strains along the (<b>a</b>) top surface and (<b>b</b>) bottom surface of the deck under SS and LC1 in SLS.</p>
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<p>Weak-axis tensile strains along the (<b>a</b>) top surface and (<b>b</b>) bottom surface of the deck under FX and LC2 in SLS.</p>
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<p>Weak-axis tensile strains along the (<b>a</b>) top surface and (<b>b</b>) bottom surface of the deck under SS and LC2 in SLS.</p>
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<p>Distribution of principal strain and reference paths in adhesive elements near the loading area under FX and LC1. (<b>a</b>) Principal strain contour near the loading area; (<b>b</b>) reference paths for stress examination at the edges of the adhesive joints.</p>
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<p>Distribution of principal strain and reference paths in adhesive elements near the loading area under FX and LC1. (<b>a</b>) Principal strain contour near the loading area; (<b>b</b>) reference paths for stress examination at the edges of the adhesive joints.</p>
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<p>Maximum principal stresses along the reference paths under LC1 in SLS.</p>
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<p>Maximum principal stresses along the reference paths under LC2 in SLS.</p>
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<p>Maximum principal stress in the adhesive between the vertical webs under LC1 in ULS.</p>
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<p>Maximum principal stresses of adhesive between vertical webs under LC2 in ULS.</p>
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<p>Reference paths along the adhesive between flanges.</p>
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<p>Shear stress of adhesive between flanges under LC1 in ULS.</p>
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<p>Shear stress of adhesive between flanges under LC2 in ULS.</p>
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<p>Contour of compressive and tensile stresses near the loading area under LC1 and FX in ULS.</p>
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28 pages, 1279 KiB  
Review
Unveiling the Bioactive Potential of Fresh Fruit and Vegetable Waste in Human Health from a Consumer Perspective
by Jorge A. M. Pereira, Cristina V. Berenguer, Carolina F. P. Andrade and José S. Câmara
Appl. Sci. 2022, 12(5), 2747; https://doi.org/10.3390/app12052747 - 7 Mar 2022
Cited by 19 | Viewed by 4306
Abstract
Food supply disruption and shortage verified during the current pandemic events are a scenario that many anticipate for the near future. The impact of climate changes on food production, the continuous decrease in arable land, and the exponential growth of the human population [...] Read more.
Food supply disruption and shortage verified during the current pandemic events are a scenario that many anticipate for the near future. The impact of climate changes on food production, the continuous decrease in arable land, and the exponential growth of the human population are important drivers for this problem. In this context, adding value to food waste is an obvious strategy to mitigate food shortages, but there is a long way to go in this field. Globally, it is estimated that one-third of all food produced is lost. This is certainly due to many different factors, but the lack of awareness of the consumer about the nutritional value of certain foods parts, namely peels and seeds, is certainly among them. In this review, we will unveil the nutritional and bioactive value of the waste discarded from the most important fresh fruit and vegetables consumed worldwide as a strategy to decrease food waste. This will span the characterization of the bioactive composition of selected waste from fruits and vegetables, particularly their seeds and peels, and their possible uses, whether in our diet or recycled to other ends. Full article
(This article belongs to the Special Issue Future Foods: Health and Sustainability)
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<p>Global and societal challenges in the production of foods for the next generations.</p>
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<p>World production of fruits (<b>a</b>) and vegetables (<b>b</b>), main commodities (adapted from [<a href="#B7-applsci-12-02747" class="html-bibr">7</a>]).</p>
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<p>Integrative overview of the rationale behind fruit and vegetable waste cooking to include important molecules with reported bioactive effects in our diet.</p>
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25 pages, 1347 KiB  
Article
An Analysis of Agricultural Systems Modelling Approaches and Examples to Support Future Policy Development under Disruptive Changes in New Zealand
by Clémence Vannier, Thomas A. Cochrane, Peyman Zawar Reza and Larry Bellamy
Appl. Sci. 2022, 12(5), 2746; https://doi.org/10.3390/app12052746 - 7 Mar 2022
Cited by 5 | Viewed by 4252
Abstract
Agricultural systems have entered a period of significant disruption due to impacts from change drivers, increasingly stringent environmental regulations and the need to reduce unwanted discharges, and emerging technologies and biotechnologies. Governments and industries are developing strategies to respond to the risks and [...] Read more.
Agricultural systems have entered a period of significant disruption due to impacts from change drivers, increasingly stringent environmental regulations and the need to reduce unwanted discharges, and emerging technologies and biotechnologies. Governments and industries are developing strategies to respond to the risks and opportunities associated with these disruptors. Modelling is a useful tool for system conceptualisation, understanding, and scenario testing. Today, New Zealand and other nations need integrated modelling tools at the national scale to help industries and stakeholders plan for future disruptive changes. In this paper, following a scoping review process, we analyse modelling approaches and available agricultural systems’ model examples per thematic applications at the regional to national scale to define the best options for the national policy development. Each modelling approach has specificities, such as stakeholder engagement capacity, complex systems reproduction, predictive or prospective scenario testing, and users should consider coupling approaches for greater added value. The efficiency of spatial decision support tools working with a system dynamics approach can help holistically in stakeholders’ participation and understanding, and for improving land planning and policy. This model combination appears to be the most appropriate for the New Zealand national context. Full article
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<p>Flow chart from disruption of NZ agricultural system, modelling need, to solution design. Surrounding in red, where an analysis and synthesis of knowledge is proposed.</p>
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<p>Modelling approaches and associated complexity.</p>
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18 pages, 17328 KiB  
Article
The Use of Multi-Geophysical Methods to Determine the Geothermal Potential: A Case Study from the Humenné Unit (The Eastern Slovak Basin)
by Stanislav Jacko, Zdenka Babicová, Alexander Dean Thiessen, Roman Farkašovský and Vladimír Budinský
Appl. Sci. 2022, 12(5), 2745; https://doi.org/10.3390/app12052745 - 7 Mar 2022
Cited by 1 | Viewed by 2174
Abstract
The exploration of the geothermal potential of a geological unit has multiple aspects. The most important elements are the geological structure, the hydrogeological conditions, and heat flow. The analysis of the above-mentioned elements attempts to help maximize the use of a geothermal aquifer’s [...] Read more.
The exploration of the geothermal potential of a geological unit has multiple aspects. The most important elements are the geological structure, the hydrogeological conditions, and heat flow. The analysis of the above-mentioned elements attempts to help maximize the use of a geothermal aquifer’s potential. When choosing the most appropriate geophysical method, it is important to consider various factors, such as basic structural parameters as well as the total cost of exploration. This is especially true for low-thermal areas. Comparison of multi-geophysical exploration methods used in the study of the carbonate aquifer of the Humenné Unit identified the advantages and weaknesses of each method. The Humenné Unit is the north basement unit of the Eastern Slovak Basin (with a heat flow value ranging from 100 to 125 mW·m−2), which is part of the Pannonian Basin (with a high heat flow ranging from 50 to 130 mW·m−2). The calculation of the geothermal potential was based on the results of several methods. Some important geophysical survey methods resulted in: (a) deep seismic cross-sections which clarified the position and overall internal structure of the aquifer (b) gravimetric measurements in the form of a map of the Complete Bouguer Anomalies (calculated for density 2.67 g·cm−3) which confirmed the presence of structural elevations and depressions. These elevations and depressions intensified the water yield, heat flow and raised the overall temperature (c) the use of geoelectric resistivity profiling, which is a fast and cheap method, but is limited by depth. The similar resistivities ρ: 80–360 Ωm of carbonates and andesites was a serious problem. The specific heat-energy potential has a wide range of 0.337–19.533 GJ/m2. The highest values above 15 GJ/m2 are reached in areas where the temperature on the surface of the Triassic carbonates exceeds 90 °C. Full article
(This article belongs to the Special Issue Seismic Exploration and Geothermal Energy)
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<p>The Pannonian back-arc basin and its peripheral areas. The Eastern Slovak basin covers a significant part of Central Europe. The high heat flow (values in mW·m<sup>−2</sup>) distribution in the basin is not uniform. The same is true for the aquifers. The Humenné Unit (blue mark) is one of the aquifers for geothermal use (modified after [<a href="#B6-applsci-12-02745" class="html-bibr">6</a>,<a href="#B18-applsci-12-02745" class="html-bibr">18</a>]).</p>
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<p>Lithostratigraphic column of the Humenské Mountains. Lithology is interpreted from geological mapping and borehole core interpretation.</p>
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<p>Spatial distribution of geophysical methods, boreholes and the shape of the Humenné Unit.</p>
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<p>Geothermogram describing the depth-temperature dependence of the Humenné Mountains. [<a href="#B22-applsci-12-02745" class="html-bibr">22</a>].</p>
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<p>Deep seismic cross-section No. 83/85 illustrated geological conditions and position of the Humenné Unit. The Unit is on tectonic contact with the Pieniny Klippen belt and to the southwest is overlayed by sediments of the Central Carpathian Paleogene basin and volcanites/sediments of the Eastern Slovak basin.</p>
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<p>Deep seismic cross-section No. 16/75 illustrated shortening around the Pieniny Klippen belt on the edge with the Humenné Unit and Central Carpathian Paleogene basin. The flower structure is a result of transpressive movements on the Pieniny Klippen Belt where south vergent thrusting generated a system of tectonic sheets. The bed is thickened where it contacts the “inflated” aquifer.</p>
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<p>Results of gravimetric measurements: (<b>a</b>) map of linear elements of the gravity field indicated tectonic fractures and vertical changes (<b>b</b>) map of complete Bouguer anomalies for density 2.67 g·cm<sup>−3</sup> better indicated tectonic elevations in the subsurface. The map has a lot of similar basic parameters with seismic cross-sections (modified after [<a href="#B35-applsci-12-02745" class="html-bibr">35</a>]).</p>
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<p>Geoelectric resistivity profile No. PFTU-5 (see <a href="#applsci-12-02745-f003" class="html-fig">Figure 3</a>). Lower differential density between Miocene and Cretaceous sediments does not allow clearly divided sedimentary boundaries. With increasing depths (more than 500 m), the quality of interpretation decreases (modified after [<a href="#B24-applsci-12-02745" class="html-bibr">24</a>,<a href="#B37-applsci-12-02745" class="html-bibr">37</a>]).</p>
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<p>The Humenné Unit has an elongated shape with an irregular depth of the main aquifer. Based on geophysical methods, the system of tectonic elevations and grabens was identified. (<b>A</b>) Uncovered geological map respects the main tectonic deformations and geological structure of the Humenné Unit. (<b>B</b>) Borehole GTH-1 at a depth of 500 m confirms yield ranging from 3.5 to 4.2 l.s<sup>−1</sup> and a temperature of 42 °C. (<b>C</b>) Isotherm’s model on the pre-Cenozoic surface displays increasing temperatures toward the center of the Eastern Slovak Basin and confirms relationships between elevations and temperature distribution. (<b>D</b>) Geological cross-section along the Hummene unit confirms tectonic erosional processes during Cenozoic evolution.</p>
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19 pages, 2339 KiB  
Review
Joining of Fibre-Reinforced Thermoplastic Polymer Composites by Friction Stir Welding—A Review
by Miguel A. R. Pereira, Ivan Galvão, José Domingos Costa, Ana M. Amaro and Rui M. Leal
Appl. Sci. 2022, 12(5), 2744; https://doi.org/10.3390/app12052744 - 7 Mar 2022
Cited by 11 | Viewed by 3305
Abstract
The objective of the current work is to show the potential of the friction stir welding (FSW) and its variants to join fibre-reinforced thermoplastic polymer (FRTP) composites. To accomplish that, the FSW technique and two other important variants, the friction stir spot welding [...] Read more.
The objective of the current work is to show the potential of the friction stir welding (FSW) and its variants to join fibre-reinforced thermoplastic polymer (FRTP) composites. To accomplish that, the FSW technique and two other important variants, the friction stir spot welding (FSSW) and the refill friction stir spot welding (RFSSW), are presented and explained in a brief but complete way. Since the joining of FRTP composites by FSSW has not yet been demonstrated, the literature review will be focused on the FSW and RFSSW techniques. In each review, the welding conditions and parameters studied by the different authors are presented and discussed, as well as the most important conclusions taken from them. About FSW, it can be concluded that the rotational speed and the welding speed have great influence on heat generation, mixture quality, and fibre fragmentation degree, while the tilt angle only has residual influence on the process. The reduction of internal and external defects can be achieved by adjusting axial force and plunge depth. Threaded or grooved conical pins achieved better results than other geometries. Stationary shoulder tools showed better performance than conventional tools. Regarding the RFSSW, it has not yet been possible to deepen conclusions about most of the welding parameters, but its feasibility is demonstrated. Full article
(This article belongs to the Special Issue Fracture Mechanics and Structural Integrity of Composite Materials)
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<p>Schematic illustration of FSW with conventional tool and its main welding parameters: (<b>a</b>) overview of the process and (<b>b</b>) detail on parameters related to tool penetration.</p>
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<p>FSW main steps: (<b>a</b>) plunging stage, (<b>b</b>) dwell stage, (<b>c</b>) welding stage, and (<b>d</b>) end of welding and tool retracting stage.</p>
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<p>Main pin geometries used in FSW: (<b>a</b>) straight cylindrical, (<b>b</b>) cylindrical threaded, (<b>c</b>) cylindrical grooved, (<b>d</b>) straight conical or tapered, (<b>e</b>) straight hexagonal, (<b>f</b>) straight square, and (<b>g</b>) straight triangular.</p>
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<p>FSSW main steps: (<b>a</b>) plunging stage, (<b>b</b>) stirring stage, and (<b>c</b>) retraction stage.</p>
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<p>Schematic illustration of the cross section of a friction stir spot weld.</p>
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<p>RFSSW with sleeve plunge configuration main steps: (<b>a</b>) initiation stage, (<b>b</b>) sleeve penetration stage, (<b>c</b>) weld seam compression stage and (<b>d</b>) tool retracting stage.</p>
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<p>Schematic illustration of the fibre distribution on the cross section of joints produced by: (<b>a</b>) conventional welding methods and (<b>b</b>) FSW (based on Czigány and Kiss [<a href="#B45-applsci-12-02744" class="html-bibr">45</a>]).</p>
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<p>Schematic illustration of the pin geometries most recommended to join FRTP composites by FSW: (<b>a</b>) conical threaded pin and (<b>b</b>) conical grooved pin.</p>
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24 pages, 3589 KiB  
Review
Seismic Behavior of Micropiles and Micropiled Structures Used for Increasing Resilience: A Literature Review
by Majd Abou Alhaija and Loretta Batali
Appl. Sci. 2022, 12(5), 2743; https://doi.org/10.3390/app12052743 - 7 Mar 2022
Cited by 1 | Viewed by 2889
Abstract
The aim of this paper is to present the relevant information and development available in the scientific literature regarding the seismic behavior of micropiles (MPs) and micropiled structures (MPed). The seismic behavior of MPs is not very well studied, but MPs are used [...] Read more.
The aim of this paper is to present the relevant information and development available in the scientific literature regarding the seismic behavior of micropiles (MPs) and micropiled structures (MPed). The seismic behavior of MPs is not very well studied, but MPs are used in retrofitting of old buildings and for new resilient buildings, and in terms of seismic behavior they have a high potential. Additionally, their association with seismic dampers for improving the seismic behavior of buildings is not yet fully studied and it represents a major topic of interest for both new structures and historical monuments. After the introductory part, the paper describes all relevant information regarding MPs, as types and technology, seismic behavior, applications for increasing seismic resilience, and experimental and numerical modeling. Full article
(This article belongs to the Special Issue Urban Sustainability and Resilience of the Built Environments)
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<p>MPs used for increasing foundation capacity of an existing building (after [<a href="#B3-applsci-12-02743" class="html-bibr">3</a>]).</p>
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<p>MPs used for a new foundation (after [<a href="#B3-applsci-12-02743" class="html-bibr">3</a>]).</p>
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<p>Reticulated network of MPs that form a composite base, used for soil stabilization (after [<a href="#B3-applsci-12-02743" class="html-bibr">3</a>]).</p>
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<p>Micropile classification system based on type of grouting (after [<a href="#B1-applsci-12-02743" class="html-bibr">1</a>]).</p>
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<p>Soil–MPs–structure response with different inclination angles (compilation after [<a href="#B13-applsci-12-02743" class="html-bibr">13</a>]).</p>
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<p>Dynamic amplification factor with different fixity/inclination of MPs (compilation after [<a href="#B12-applsci-12-02743" class="html-bibr">12</a>]).</p>
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<p>MPs possible influence on the kinematic interaction due to the embedment depth (after [<a href="#B17-applsci-12-02743" class="html-bibr">17</a>,<a href="#B19-applsci-12-02743" class="html-bibr">19</a>,<a href="#B20-applsci-12-02743" class="html-bibr">20</a>]).</p>
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<p>Base isolator system attachment to concrete superstructure and substructure—typical detail (after [<a href="#B20-applsci-12-02743" class="html-bibr">20</a>,<a href="#B32-applsci-12-02743" class="html-bibr">32</a>,<a href="#B33-applsci-12-02743" class="html-bibr">33</a>]).</p>
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<p>Base isolator system attachment to steel superstructure and concrete substructure—typical detail (after [<a href="#B20-applsci-12-02743" class="html-bibr">20</a>,<a href="#B32-applsci-12-02743" class="html-bibr">32</a>,<a href="#B33-applsci-12-02743" class="html-bibr">33</a>]).</p>
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<p>Base isolator system attachment to steel superstructure and concrete substructure—typical detail (after [<a href="#B20-applsci-12-02743" class="html-bibr">20</a>,<a href="#B32-applsci-12-02743" class="html-bibr">32</a>,<a href="#B33-applsci-12-02743" class="html-bibr">33</a>]).</p>
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<p>MP connection to a new structure (new reinforced concrete footing)—typical detail (after [<a href="#B1-applsci-12-02743" class="html-bibr">1</a>]).</p>
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<p>MP connection to a new/existing structure (new/existing reinforced concrete footing)—typical detail (after [<a href="#B1-applsci-12-02743" class="html-bibr">1</a>]).</p>
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<p>MP connection to a new/existing steel base frame—typical detail (after [<a href="#B1-applsci-12-02743" class="html-bibr">1</a>]).</p>
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<p>New proposed detail for combing MPs with BIS (new reinforced concrete footing).</p>
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<p>New proposed detail for combing MPs with BIS (new/existing reinforced concrete footing).</p>
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<p>New proposed detail for combing MPs with BIS (new/existing steel base frame).</p>
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<p>General shear failure mechanism occurring in sand according to Terzaghi mechanism (after [<a href="#B38-applsci-12-02743" class="html-bibr">38</a>,<a href="#B43-applsci-12-02743" class="html-bibr">43</a>]).</p>
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<p>Punching shear failure mechanism occurring in clayey silt according to Terzaghi mechanism (after [<a href="#B38-applsci-12-02743" class="html-bibr">38</a>,<a href="#B43-applsci-12-02743" class="html-bibr">43</a>]).</p>
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23 pages, 1462 KiB  
Article
Potential for Coastal and Offshore Aquaculture in Portugal: Insights from Physico-Chemical and Oceanographic Conditions
by Miguel Mosqueira, Ana Pombo, Carlos Borges, Ana C. Brito, Nuno Zacarias, Rita Esteves and Carla Palma
Appl. Sci. 2022, 12(5), 2742; https://doi.org/10.3390/app12052742 - 7 Mar 2022
Cited by 6 | Viewed by 4387
Abstract
Physico-chemical and biological parameters along the Portuguese coast were analyzed to evaluate the potential to produce aquatic species of economic interest. Water samples were collected in 2018 and 2019 in five different areas of the Portuguese coast. Currents data were collected between 2018 [...] Read more.
Physico-chemical and biological parameters along the Portuguese coast were analyzed to evaluate the potential to produce aquatic species of economic interest. Water samples were collected in 2018 and 2019 in five different areas of the Portuguese coast. Currents data were collected between 2018 and 2020 and historical waves height data from 1988 to 2019. According to the results, there is a wide variety of species that can be considered for production. The northernmost area presented the lowest temperature, as well as the highest levels of chlorophyll a, and nitrate. Under such conditions, the rearing of salmon Salmo salar, mussel Mytilus edulis, scallop Pecten maximus, macroalgae Porphyra umbilicalis, and Undaria pinnatifida can be considered. Regarding the southernmost area, due to the highest temperature, this area seems appropriate for the production of meager Argyrosomus regius, sea bream Sparus aurata, sea bass Dicentrarchus labrax, and greater amberjack Seriola dumerili. This study highlights the challenges in deploying aquaculture structures on the Atlantic coast due to its oceanographic conditions. Site selection for aquaculture is a complex process and pilot studies are essential to analyze the feasibility of developing offshore aquaculture along the coast of Portugal. Full article
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<p>Map of the 5 study areas from the Aquimar project (A—Area A (between Viana do Castelo and Oporto); B—Area B (between Aveiro and Figueira da Foz); C—Area C (Peniche); D—Area D (between Setúbal and Sines); E—Area E (Algarve region); (<span style="color:red">■</span> main cities near the surveyed areas); Wave buoys stations <span style="color:yellow">■</span>: CSA92D; CSA83D and CSA82D; Currents stations <span style="color:#90EE90">■</span>: ADCP1, ADCP2, ADCP3, ADCP4, ADCP5, and ADCP6).</p>
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<p>Mean monthly temperature (°C) of the water surface (up to 1 m deep) in the 5 study areas (<b>a</b>) 2018 and (<b>b</b>) 2019 (water temperature data based on satellite reanalysis data).</p>
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<p>Map of surface temperature (°C) in the 5 study areas of the Portuguese coast in (<b>a</b>) October 2018 and (<b>b</b>) April 2019 surveys.</p>
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25 pages, 11834 KiB  
Article
Structural Design and Parameter Optimization of Bionic Exhaust Tailpipe of Tractors
by Zhenhua Hou, Qigan Wang, Shiqiang Zhang, Tengfei Si, Tiange Li and Zhijun Zhang
Appl. Sci. 2022, 12(5), 2741; https://doi.org/10.3390/app12052741 - 7 Mar 2022
Cited by 4 | Viewed by 1957
Abstract
The exhaust tailpipe of a certain type of tractor was improved from the perspective of bionics, and bionic triangular convex texture was added to the inner surface of the exhaust tailpipe. The bionic tailpipe was proposed to improve noise reduction performance without changing [...] Read more.
The exhaust tailpipe of a certain type of tractor was improved from the perspective of bionics, and bionic triangular convex texture was added to the inner surface of the exhaust tailpipe. The bionic tailpipe was proposed to improve noise reduction performance without changing the overall size parameters of the prototype tailpipe. Acoustics simulation software was used to predict the aeroacoustics noise and transmission loss of the exhaust tailpipe. Bionic exhaust tailpipes with triangular textures of different numbers of circumferential columns, height, and top angles were analyzed to study the noise reduction performance. The results showed that the proposed bionic exhaust tailpipes with triangular convex textures reduced the total sound pressure level and improved the transmission loss of the prototype exhaust tailpipe. To increase the transmission loss, a genetic algorithms (GA) optimized back-propagation neural network (BP) was used to optimize the bionic triangular convex texture parameters. By studying the aerodynamic noise reduction mechanism of bionic tailpipes, the research suggested that a secondary vortex appeared near the bionic texture and reduced aerodynamic drag and aeroacoustics noise. In addition, the sound pressure level amplitude nephogram, velocity vector nephogram, and velocity amplitude nephogram of the exhaust tailpipes were analyzed to study the vibration noise reduction mechanism of the bionic tailpipes. Then, the noise reduction performance was experimentally evaluated. The experimental results of the bionics exhaust tailpipes with triangular convex textures were analyzed and compared to that of the prototype tailpipe. The results demonstrated that the bionic exhaust tailpipes were able to attenuate noise. Full article
(This article belongs to the Special Issue Bionic Design and Manufacturing of Innovative Aircraft)
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<p>Bionic model diagram: (<b>a</b>) SEM micrographs of shark-skin (<span class="html-italic">Squalus acanthias</span>) replica [<a href="#B38-applsci-12-02741" class="html-bibr">38</a>], Reproduced with the permission of ref. [<a href="#B38-applsci-12-02741" class="html-bibr">38</a>], copyright@ J. Phys. Condens. Matter, 2010. (<b>b</b>) schematic of sawtooth riblets bioinspired by shark-skin surfaces [<a href="#B29-applsci-12-02741" class="html-bibr">29</a>], Reproduced with the permission of ref. [<a href="#B29-applsci-12-02741" class="html-bibr">29</a>], copyright@ Philos. T. R. Soc. A, 2010. (<b>c</b>) tractor bionic exhaust tailpipe.</p>
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<p>Three-dimensional diagram of air cavity: (<b>a</b>) prototype and (<b>b</b>) bionic exhaust tailpipe.</p>
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<p>Air cavity grid of exhaust tailpipe: (<b>a</b>) prototype, (<b>b</b>) bionic exhaust pipe used for aeroacoustics, (<b>c</b>) prototype used for transmission loss, (<b>d</b>) bionic exhaust pipe used for transmission loss.</p>
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<p>Experimental test specimens.</p>
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<p>Schematic diagram of the experimental setup of insertion loss.</p>
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<p>Photograph of experimental setup for insertion loss.</p>
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<p>Sound pressure level frequency response curve of prototype and bionic exhaust tailpipe at different airflow velocities: (<b>a</b>) at 40 m/s, (<b>b</b>) at 50 m/s, (<b>c</b>) at 60 m/s, (<b>d</b>) at 70 m/s.</p>
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<p>Effect of dimension parameters on sound pressure level of bionic tailpipes: (<b>a</b>) circumferential column number n, (<b>b</b>) texture height h, (<b>c</b>) top angle θ.</p>
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<p>Effect of dimension parameters on total sound pressure level of bionic tailpipes: (<b>a</b>) circumferential column number n, (<b>b</b>) texture height h, (<b>c</b>) top angle θ.</p>
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<p>Transmission loss curves at different size parameters: (<b>a<sub>1</sub></b>–<b>a<sub>5</sub></b>) texture height h 0.5–1.5 mm, top angle θ 30°–90° and the number of circumferential columns n is 18, (<b>b<sub>1</sub></b>–<b>b<sub>5</sub></b>) texture height h 0.5–1.5 mm, top angle θ 30°–90° and the number of circumferential columns n is 24, (<b>c<sub>1</sub></b>–<b>c<sub>5</sub></b>) texture height h 0.5–1.5 mm, top angle θ 30°–90° and the number of circumferential columns n is 30, (<b>d<sub>1</sub></b>–<b>d<sub>5</sub></b>) texture height h 0.5–1.5 mm, top angle θ 30°–90° and the number of circumferential columns n is 36.</p>
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<p>Relation between texture heights, top angles, and corresponding transmission loss (<b>a</b>) before optimization, (<b>b</b>) after optimization.</p>
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<p>Comparison between prototype and optimized bionic exhaust tailpipe transmission loss curves.</p>
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<p>Comparison of pressure nephogram: (<b>a</b>) prototype and (<b>b</b>) bionic tailpipe.</p>
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<p>Vertical flow direction section velocity amplitude nephogram: (<b>a</b>) prototype and (<b>b</b>) bionic tailpipe.</p>
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<p>Surface friction coefficient nephogram: (<b>a</b>) prototype and (<b>b</b>) bionic tailpipe.</p>
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<p>Vorticity amplitude nephogram (<b>a</b>) prototype and (<b>b</b>) bionic tailpipe.</p>
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<p>X-vorticity nephogram of vertical flow section in (<b>a</b>) prototype and (<b>b</b>) bionic tailpipe.</p>
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<p>Vorticity amplitude nephogram (<b>a</b>) prototype (<b>b</b>) bionic tailpipe. Prototype: (<b>a</b>) sound pressure level amplitude nephogram, (<b>b</b>) velocity amplitude nephogram, and (<b>c</b>) velocity vector diagram.</p>
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<p>Optimized bionic exhaust tailpipe: (<b>a</b>) sound pressure level amplitude nephogram, (<b>b</b>) velocity amplitude nephogram, and (<b>c</b>) velocity vector diagram.</p>
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<p>Sound pressure level curves at different size parameters: (<b>a<sub>1</sub></b>–<b>a<sub>3</sub></b>) texture height h 0.75 mm and top angle θ 45°–75°, (<b>b<sub>1</sub></b>–<b>b<sub>3</sub></b>) texture height h 1 mm and top angle θ 45°–75°, (<b>c<sub>1</sub></b>–<b>c<sub>3</sub></b>) texture height h 1.25 mm and top angle θ 45°–75°.</p>
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<p>Insertion loss curves at different size parameters: (<b>a<sub>1</sub></b>–<b>a<sub>3</sub></b>) texture height h 0.75 mm and top angle θ 45°–75°, (<b>b<sub>1</sub></b>–<b>b<sub>3</sub></b>) texture height h 1mm and top angle θ 45°–75°, (<b>c<sub>1</sub></b>–<b>c<sub>3</sub></b>) texture height h 1.25 mm and top angle θ 45°–75°.</p>
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27 pages, 651 KiB  
Review
Development and Characterization of Bioadsorbents Derived from Different Agricultural Wastes for Water Reclamation: A Review
by Julián Aguilar-Rosero, María E. Urbina-López, Blanca E. Rodríguez-González, Sol X. León-Villegas, Itza E. Luna-Cruz and Diana L. Cárdenas-Chávez
Appl. Sci. 2022, 12(5), 2740; https://doi.org/10.3390/app12052740 - 7 Mar 2022
Cited by 16 | Viewed by 4674
Abstract
The presence of dangerous pollutants in different water sources has restricted the availability of this natural resource. Thus, the development of new low-cost and environmentally-friendly technologies is currently required to ensure access to clean water. Various approaches to the recovery of contaminated water [...] Read more.
The presence of dangerous pollutants in different water sources has restricted the availability of this natural resource. Thus, the development of new low-cost and environmentally-friendly technologies is currently required to ensure access to clean water. Various approaches to the recovery of contaminated water have been considered, including the generation of biomaterials with adsorption capacity for dangerous compounds. Research on bioadsorbents has boomed in recent years, as they constitute one of the most sustainable options for water treatment thanks to their abundance and high cellulose content. Thanks to the vast amount of information published to date, the present review addresses the current status of different biosorbents and the principal processes and characterization methods involved, focusing on base biomaterials such as fruits and vegetables, grains and seeds, and herbage and forage. In comparison to other reviews, this work reports more than 60 adsorbents obtained from agricultural wastes. The removal efficiencies and/or maximum adsorption capacities for heavy metals, industrial contaminants, nutrients and pharmaceuticals are presented as well. In addition to the valuable information provided in the literature investigation, challenges and perspectives concerning the implementation of bioadsorbents are discussed in order to comprehensively guide selection of the most suitable biomaterials according to the target contaminant and the available biowastes. Full article
(This article belongs to the Special Issue Biowaste Treatment and Valorization)
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<p>Adsorption mechanisms: (<b>A</b>) chemisorption monolayer; (<b>B</b>) physisorption multilayer; and (<b>C</b>) ion exchange adsorption.</p>
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10 pages, 2498 KiB  
Article
Synthesis and Characterisation of Alginate-Based Capsules Containing Waste Cooking Oil for Asphalt Self-Healing
by Jose Norambuena-Contreras, Jose L. Concha, Luis E. Arteaga-Pérez and Irene Gonzalez-Torre
Appl. Sci. 2022, 12(5), 2739; https://doi.org/10.3390/app12052739 - 7 Mar 2022
Cited by 15 | Viewed by 2770
Abstract
This paper presents the synthesis and characterisation of biopolymeric capsules for asphalt self-healing. A sodium alginate biopolymer extracted from the cell wall of brown algae was used as the encapsulating material to contain Waste Cooking Oil (WCO) as a potential encapsulated rejuvenating agent [...] Read more.
This paper presents the synthesis and characterisation of biopolymeric capsules for asphalt self-healing. A sodium alginate biopolymer extracted from the cell wall of brown algae was used as the encapsulating material to contain Waste Cooking Oil (WCO) as a potential encapsulated rejuvenating agent for aged bitumen. Polynuclear capsules were synthesised by ionic gelation. The size, surface aspect and internal structure of the WCO capsules were evaluated using Optical and Scanning Electron Microscopy. The physical-chemical properties and thermal stability of the WCO capsules and their components were also evaluated. Moreover, the diffusion process and self-healing capability of the released WCO on cracked bitumen test samples were determined by image analysis through fluorescence microscopy. The main results of this study showed that the WCO capsules presented a suitable morphology to be mixed in asphalt mixtures. WCO capsules and their components presented mechanical and thermal stability and physical-chemical properties which suggest their feasibility for self-healing applications. It was proven that the encapsulated WCO can diffuse in the aged bitumen, reducing its viscosity and promoting the self-healing of microcracks. Full article
(This article belongs to the Special Issue Selected Papers in the Section Materials 2022)
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<p>Concept of self-healing in asphalt using encapsulated rejuvenators. (<b>a</b>) Polynuclear capsules are spherical particles with the encapsulated material distributed throughout a polymeric porous matrix structure. (<b>b</b>) Propagation of microcracks in an asphalt mixture incorporating polynuclear capsules. (<b>c</b>) Microcracks reach a polynuclear capsule resulting in their superficial rupture, and so, releasing the encapsulated healing agent (i.e., WCO). (<b>d</b>) The healing agent diffuses into the cracked zone with a softening effect on the aged bitumen, sealing the damaged area.</p>
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<p>Representation of the procedure to synthetise polynuclear capsules containing WCO as rejuvenator. (<b>a</b>) First, an alginate-based O/W emulsion containing WCO is extruded by using a syringe pressure pump. (<b>b</b>) The alginate biopolymer present in the emulsion possesses Guluronic-Guluronic (G-G) molecular blocks structures with the capacity to crosslink in the presence of divalent Ca<sup>2+</sup> ions. Thus, when the extruded O/W emulsion drop into a CaCl<sub>2</sub> bath (<b>c</b>) the ionic gelation process take place by exchanging the Na<sup>+</sup> ions from carboxylic acids in the G-G blocks with Ca<sup>2+</sup> ions, resulting in (<b>d</b>) the well-known “egg-box” crosslinked complex. In the end, (<b>e</b>) capsules are formed, where the Ca-alginate complex encapsulate the WCO in multiple cavities. Figure inspired on Norambuena-Contreras et al. [<a href="#B9-applsci-12-02739" class="html-bibr">9</a>].</p>
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<p>Experimental characterisation of WCO capsules: (<b>a</b>) Optical image of capsule; (<b>b</b>) SEM image of capsule; (<b>c</b>) SEM detail image of polynuclear surface structure of capsule; (<b>d</b>) SEM-EDS observation on the capsule surface; (<b>e</b>) Frequency histogram of the size of capsules with Normal fitting; (<b>f</b>) Frequency histogram of the pore size of internal structure of capsules with Log-normal fitting; (<b>g</b>) SEM image of the multicavity (egg-box) structure into capsules; (<b>h</b>) SEM image of an individual broken capsule by uniaxial compression; (<b>i</b>) Detail by SEM image of the fracture type in the broken capsule; (<b>j</b>) Force and deformation average curves of the compression tests; and (<b>k</b>) Average values of the max. compression force and deformation registered by the capsules tested by a load cell of 1 kN at a speed rate of 0.2 mm/min.</p>
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<p>(<b>a</b>) Representation of the creaming evolution over time; (<b>b</b>) Results of creaming index measurements over time; (<b>c</b>–<b>e</b>) Fluorescence microscopy images showing the droplet size evolution over time (0 h, 3 h, and 30 h, respectively); and (<b>f–h</b>) frequency histograms of the droplet diameter fitted to a log-normal distribution at 0 h, 3 h, and 30 h.</p>
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<p>Results of chemical and thermal characterisation of rejuvenating agents (WCO versus VCO), WCO capsule and sodium-alginate biopolymer: (<b>a</b>) Normalised infrared spectra of waste and virgin cooking oil; and (<b>b</b>) TGA results of biopolymer (BioPoly) and WCO capsules (WCO Cap).</p>
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<p>(<b>a</b>) Experimental set-up to evaluate the crack-healing of WCO on a long-term aged bitumen sample; (<b>b</b>–<b>d</b>) Fluorescence microscopy images showing the microcrack closure over time using WCO as healing agent; (<b>e</b>) Results of healing efficiency and crack width measured on the long-term aged bitumen sample.</p>
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23 pages, 4428 KiB  
Article
Sensitivity Analysis for Transient Thermal Problems Using the Complex-Variable Finite Element Method
by Juan-Sebastian Rincon-Tabares, Juan C. Velasquez-Gonzalez, Daniel Ramirez-Tamayo, Arturo Montoya, Harry Millwater and David Restrepo
Appl. Sci. 2022, 12(5), 2738; https://doi.org/10.3390/app12052738 - 7 Mar 2022
Cited by 5 | Viewed by 6413
Abstract
Solving transient heat transfer equations is required to understand the evolution of temperature and heat flux. This physics is highly dependent on the materials and environmental conditions. If these factors change with time and temperature, the process becomes nonlinear and numerical methods are [...] Read more.
Solving transient heat transfer equations is required to understand the evolution of temperature and heat flux. This physics is highly dependent on the materials and environmental conditions. If these factors change with time and temperature, the process becomes nonlinear and numerical methods are required to predict the thermal response. Numerical tools are even more relevant when the number of parameters influencing the model is large, and it is necessary to isolate the most influential variables. In this regard, sensitivity analysis can be conducted to increase the process understanding and identify those variables. Here, we combine the complex-variable differentiation theory with the finite element formulation for transient heat transfer, allowing one to compute efficient and accurate first-order sensitivities. Although this approach takes advantage of complex algebra to calculate sensitivities, the method is implemented with real-variable solvers, facilitating the application within commercial software. We present this new methodology in a numerical example using the commercial software Abaqus. The calculation of sensitivities for the temperature and heat flux with respect to temperature-dependent material properties, boundary conditions, geometric parameters, and time are demonstrated. To highlight, the new sensitivity method showed step-size independence, mesh perturbation independence, and reduced computational time contrasting traditional sensitivity analysis methods such as finite differentiation. Full article
(This article belongs to the Section Applied Thermal Engineering)
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<p>(<b>a</b>) Schematic representation of the fin problem, including geometrical parameters and boundary conditions. The colormap represents the steady-state solution for a fin with an insulated tip subjected to room conditions with a predefined wall temperature. (<b>b</b>) Transient Thermal ZFEM methodology for sensitivity analysis.</p>
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<p>(<b>a</b>) Mesh perturbation function <math display="inline"><semantics> <mrow> <mi>P</mi> <mrow> <mo>(</mo> <mi>x</mi> <mo>)</mo> </mrow> </mrow> </semantics></math> for nodal coordinates required for geometrical sensitivities using Transient Thermal ZFEM, where <math display="inline"><semantics> <mi>p</mi> </semantics></math> represents a fraction of the mesh that was perturbed. (<b>b</b>) Duplicated node approach for the CR representation for a 2D finite element. (<b>c</b>) Detail of the local coordinate system and quadrature points for the 4 real 4 imaginary nodes 2D element.</p>
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<p>Flowchart of Transient Thermal ZFEM and Abaqus User Element Subroutine. All complex operations are performed inside the UEL and the <span class="html-italic">A</span> matrix and the <span class="html-italic">RHS</span> vector are decomposed into Cauchy-Riemann form before exiting the UEL.</p>
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<p>(<b>a</b>) Convergence analysis for the heat transfer coefficient per unit of thickness where the optimal value that minimizes the NRMSE is <math display="inline"><semantics> <mrow> <mn>735</mn> <mrow> <mo>(</mo> <mrow> <mi mathvariant="normal">W</mi> <mo>/</mo> <mrow> <mo>(</mo> <mrow> <msup> <mi mathvariant="normal">m</mi> <mn>2</mn> </msup> <mi mathvariant="normal">K</mi> </mrow> <mo>)</mo> </mrow> </mrow> <mo>)</mo> </mrow> <mo>/</mo> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>. (<b>b</b>) The dimensionless temperature history of fin tip: solid black line, Equation (23), yellow star, the real part of Transient Thermal ZFEM solution, blue square, Abaqus built-in element solution, thin red dashed line, steady-state solution (Equation (24)).</p>
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<p>(<b>a</b>) Step size convergence analysis comparing Transient Thermal ZFEM and FD for the UEL and the selected analyzed variables. (<b>b</b>) Convergence study for mesh perturbation fraction <math display="inline"><semantics> <mi>λ</mi> </semantics></math>. The insets show <math display="inline"><semantics> <mrow> <mi>P</mi> <mrow> <mo>(</mo> <mi>x</mi> <mo>)</mo> </mrow> </mrow> </semantics></math> for the rule of thumb of the literature and <math display="inline"><semantics> <mrow> <mi>λ</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math> in the top left and bottom right corners, respectively.</p>
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<p>Dimensionless temperature sensitivity history at the fin tip to (<b>a</b>) thermal conductivity; (<b>b</b>) room temperature; (<b>c</b>) fin length. Solid black line, analytical sensitivity using analytical differentiation in Equation (23), yellow star, sensitivity using Transient Thermal ZFEM, blue square, sensitivity using 1% FD and Abaqus built-in element solutions, thin red dashed line, sensitivity using analytical differentiation for steady-state using Equation (24).</p>
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<p>The heating rate in time for fin tip: solid black line, rate using analytical differentiation in Equation (23), yellow star, rate using Transient Thermal ZFEM, blue square, FD using Abaqus built-in element solution.</p>
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<p>(<b>a</b>) Temperature-dependent specific heat of Ti64. Experimental data obtained from [<a href="#B90-applsci-12-02738" class="html-bibr">90</a>]. The inset shows the original and the perturbed property in the <math display="inline"><semantics> <mrow> <mi>T</mi> <mo>−</mo> <msub> <mi>C</mi> <mi>P</mi> </msub> <mo>−</mo> <mi>i</mi> </mrow> </semantics></math> space; (<b>b</b>) dimensionless temperature history of fin tip for temperature-dependent specific heat; (<b>c</b>) sensitivity of <math display="inline"><semantics> <mi>θ</mi> </semantics></math> to specific temperature-dependent specific heat. Yellow star, sensitivity using Transient Thermal ZFEM, blue square, sensitivity using <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>%</mo> </mrow> </semantics></math> FD and Abaqus built-in element solution, black dashed line, steady-state solution.</p>
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<p>(<b>a</b>) Time history of fin <math display="inline"><semantics> <mi>ε</mi> </semantics></math>, (<b>b</b>) time history of fin <math display="inline"><semantics> <mi>η</mi> </semantics></math>. Black line, Equation (13), yellow star, Transient Thermal ZFEM solution, blue square, Abaqus built-in element solution, black thin dashed line, black dashed line, the steady-state solution.</p>
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<p>Thermal effectiveness sensitivity history in fin tip to (<b>a</b>) thermal conductivity; (<b>b</b>) room temperature; (<b>c</b>) fin length. Solid black line, analytical sensitivity using analytical differentiation in Equation (26), yellow star, sensitivity using Transient Thermal ZFEM, blue square, sensitivity using <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>%</mo> </mrow> </semantics></math> FD and Abaqus built-in element solutions, thin red dashed line, sensitivity using analytical differentiation for steady-state using Equation (26). (<b>d</b>) Steady-state influence of fin parameters in <math display="inline"><semantics> <mi>ε</mi> </semantics></math> based on relative sensitivities. In the pie chart, the missing parameters (<math display="inline"><semantics> <mrow> <mi>b</mi> <mo>,</mo> <mi>ρ</mi> <mo>,</mo> <msub> <mi>C</mi> <mi>P</mi> </msub> <mo>,</mo> <msub> <mi>T</mi> <mo>∞</mo> </msub> <mo>,</mo> <msub> <mi>T</mi> <mn>0</mn> </msub> </mrow> </semantics></math>) have an influence of less than <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>%</mo> </mrow> </semantics></math> compared to the sum of all relative sensitivities. Moreover, the <math display="inline"><semantics> <mrow> <mrow> <mo>(</mo> <mo>−</mo> <mo>)</mo> </mrow> </mrow> </semantics></math> in the pie sections implies an inverse relationship between the output variable and the input parameter, while a <math display="inline"><semantics> <mrow> <mrow> <mo>(</mo> <mo>+</mo> <mo>)</mo> </mrow> </mrow> </semantics></math> parameter has a direct relationship with the output.</p>
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<p>Thermal efficiency sensitivity history in fin tip to (<b>a</b>) thermal conductivity; (<b>b</b>) room temperature; (<b>c</b>) fin length. Solid black line, analytical sensitivity using analytical differentiation in Equation (27), yellow star, sensitivity using Transient Thermal ZFEM, blue square, sensitivity using <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>%</mo> </mrow> </semantics></math> FD and Abaqus built-in element solutions, thin red dashed line, sensitivity using analytical differentiation for steady-state using Equation (27). (<b>d</b>) Steady-state influence of fin parameters in <math display="inline"><semantics> <mi>η</mi> </semantics></math> based on relative sensitivities. In the pie chart, the missing parameters (<math display="inline"><semantics> <mrow> <mi>ρ</mi> <mo>,</mo> <msub> <mi>C</mi> <mi>P</mi> </msub> <mo>,</mo> <msub> <mi>T</mi> <mo>∞</mo> </msub> <mo>,</mo> <msub> <mi>T</mi> <mn>0</mn> </msub> </mrow> </semantics></math>) have an influence of less than <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>%</mo> </mrow> </semantics></math> compared to the sum of all relative sensitivities. Moreover, the <math display="inline"><semantics> <mrow> <mrow> <mo>(</mo> <mo>−</mo> <mo>)</mo> </mrow> </mrow> </semantics></math> in the pie sections implies an inverse relationship between the output variable and the input parameter while a <math display="inline"><semantics> <mrow> <mrow> <mo>(</mo> <mo>+</mo> <mo>)</mo> </mrow> </mrow> </semantics></math> parameter has the opposite relationship with the output.</p>
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13 pages, 369 KiB  
Article
Predicting Children with ADHD Using Behavioral Activity: A Machine Learning Analysis
by Md. Maniruzzaman, Jungpil Shin and Md. Al Mehedi Hasan
Appl. Sci. 2022, 12(5), 2737; https://doi.org/10.3390/app12052737 - 7 Mar 2022
Cited by 18 | Viewed by 6362
Abstract
Attention deficit hyperactivity disorder (ADHD) is one of childhood’s most frequent neurobehavioral disorders. The purpose of this study is to: (i) extract the most prominent risk factors for children with ADHD; and (ii) propose a machine learning (ML)-based approach to classify children as [...] Read more.
Attention deficit hyperactivity disorder (ADHD) is one of childhood’s most frequent neurobehavioral disorders. The purpose of this study is to: (i) extract the most prominent risk factors for children with ADHD; and (ii) propose a machine learning (ML)-based approach to classify children as either having ADHD or healthy. We extracted the data of 45,779 children aged 3–17 years from the 2018–2019 National Survey of Children’s Health (NSCH, 2018–2019). About 5218 (11.4%) of children were ADHD, and the rest of the children were healthy. Since the class label is highly imbalanced, we adopted a combination of oversampling and undersampling approaches to make a balanced class label. We adopted logistic regression (LR) to extract the significant factors for children with ADHD based on p-values (<0.05). Eight ML-based classifiers such as random forest (RF), Naïve Bayes (NB), decision tree (DT), XGBoost, k-nearest neighborhood (KNN), multilayer perceptron (MLP), support vector machine (SVM), and 1-dimensional convolution neural network (1D CNN) were adopted for the prediction of children with ADHD. The average age of the children with ADHD was 12.4 ± 3.4 years. Our findings showed that RF-based classifier provided the highest classification accuracy of 85.5%, sensitivity of 84.4%, specificity of 86.4%, and an AUC of 0.94. This study illustrated that LR with RF-based system could provide excellent accuracy for classifying and predicting children with ADHD. This system will be helpful for early detection and diagnosis of ADHD. Full article
(This article belongs to the Special Issue Biomedical Signal Processing, Data Mining and Artificial Intelligence)
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<p>ROC curves of eight ML-based classifiers for children with ADHD.</p>
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17 pages, 4113 KiB  
Article
Discriminative Frequencies and Temporal EEG Segmentation in the Motor Imagery Classification Approach
by Dmitry Lazurenko, Igor Shepelev, Dmitry Shaposhnikov, Anton Saevskiy and Valery Kiroy
Appl. Sci. 2022, 12(5), 2736; https://doi.org/10.3390/app12052736 - 7 Mar 2022
Cited by 3 | Viewed by 3114
Abstract
A linear discriminant analysis transformation-based approach to the classification of three different motor imagery types for brain–computer interfaces was considered. The study involved 16 conditionally healthy subjects (12 men, 4 women, mean age of 21.5 years). First, the search for subject-specific discriminative frequencies [...] Read more.
A linear discriminant analysis transformation-based approach to the classification of three different motor imagery types for brain–computer interfaces was considered. The study involved 16 conditionally healthy subjects (12 men, 4 women, mean age of 21.5 years). First, the search for subject-specific discriminative frequencies was conducted in the task of movement-related activity. This procedure was shown to increase the classification accuracy compared to the conditional common spatial pattern (CSP) algorithm, followed by a linear classifier considered as a baseline approach. In addition, an original approach to finding discriminative temporal segments for each motor imagery was tested. This led to a further increase in accuracy under the conditions of using Hjorth parameters and interchannel correlation coefficients as features calculated for the EEG segments. In particular, classification by the latter feature led to the best accuracy of 71.6%, averaged over all subjects (intrasubject classification), and, surprisingly, it also allowed us to obtain a comparable value of intersubject classification accuracy of 68%. Furthermore, scatter plots demonstrated that two out of three pairs of motor imagery were discriminated by the approach presented. Full article
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<p>Timing representation of a scenario with the participation of volunteers in the task of movement execution (ME) and motor imagery (MI). (1)—rest with eyes open (EO, 60 s); (2)—instructions, 60 s; (3)—series 1 (ME) (180 s), (4)—rest after series 1, 60 s; (5)—series 2 (ME + MI) (180 s), (6)—series 3 (MI + ME) (180 s).</p>
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<p>Artifact removal example. (<b>A</b>) Raw signal containing artifacts. (<b>B</b>) Signal with artifacts removed. Channels 1–3 are EMG channels for the right hand, left hand, and feet, respectively, and channel 4 is EOG.</p>
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<p>Real movement detection (left hand) detection using the EMG signal. (<b>A</b>) Raw EEG and EMG data. (<b>B</b>) 1–4 Hz filtered EEG and EMG data for movement onset detection. The blue label “5” at almost 00:17:56 is the detected onset of the movement in channel 2, where the absolute value of the filtered signal first exceeded 10 µV. Ellipsis indicates the channels skipped for more compact representation. Other designations are adopted from <a href="#applsci-12-02736-f002" class="html-fig">Figure 2</a>.</p>
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<p>The procedure of transformation for finding informative frequencies.</p>
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<p>The transformation procedure for finding informative segments. * If the power spectral density features are used, then the spectrum is computed, and the previously trained informative frequency LDA transformers are applied; otherwise, if Hjorth parameters or interchannel correlation coefficients are used as features, 3 frequency bands corresponding to the largest absolute values of the previously trained informative frequency LDA transformers weights are extracted, and then multiband frequency filtering is performed, and features are calculated.</p>
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<p>ROC curves obtained in the approach according to the search for informative frequencies and segments for different features (first column (graphs <b>A</b>,<b>D</b>,<b>G</b>,<b>J</b>)—coefficients of pairwise interchannel correlation, second column (graphs <b>B</b>,<b>E</b>,<b>H</b>,<b>K</b>)—Hjorth parameters, third column (graphs <b>C</b>,<b>F</b>,<b>I</b>,<b>L</b>)—PSD) and window lengths (first row (graphs <b>A</b>–<b>C</b>)—500 ms, second row (graphs <b>D</b>–<b>F</b>)—750 ms, third row (graphs <b>G</b>–<b>I</b>)—1000 ms, fourth row (graphs <b>J</b>–<b>L</b>)—2000 ms).</p>
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<p>Scatter diagram for the sample comprising all 16 subjects in the space of LDA components after finding discriminative frequencies and time intervals using Hjorth parameters for three motor imagery classes.</p>
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<p>Scatter diagram for the sample comprising all 16 subjects in the space of LDA components after finding discriminative frequencies and time intervals using interchannel cross-correlation coefficients for three motor imagery classes.</p>
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16 pages, 5318 KiB  
Article
An Effective Tangent Stiffness of Train–Track–Bridge Systems Based on Artificial Neural Network
by Quan Gu, Jinghao Pan, Yongdou Liu, Minhong Fu and Jianguo Zhang
Appl. Sci. 2022, 12(5), 2735; https://doi.org/10.3390/app12052735 - 7 Mar 2022
Cited by 5 | Viewed by 1880
Abstract
Dynamic response analysis of a train–track–bridge (TTB) system is a challenging task for researchers and engineers, partially due to the complicated nature of the wheel–rail interaction (WRI). When Newton’s method is used to solve implicit nonlinear finite element equations of a TTB system, [...] Read more.
Dynamic response analysis of a train–track–bridge (TTB) system is a challenging task for researchers and engineers, partially due to the complicated nature of the wheel–rail interaction (WRI). When Newton’s method is used to solve implicit nonlinear finite element equations of a TTB system, consistent tangent stiffness (CTS) is essential to guarantee the quadratic convergence rate. However, the derivation and software implementation of CTS for the WRI element require significant efforts. Artificial neural network (ANN) can directly obtain a potentially good tangent stiffness by a trained relationship between input nodal displacement/velocity and output tangent stiffness. In this paper, the backpropagation neural-network-based tangent stiffness (BPTS) of the WRI element is derived and implemented into a general finite element software, OpenSees, and verified by dynamic response analysis of a high-speed train running on a seven span simply supported beam bridge. The accuracy and efficiency are compared between the use of BPTS and CTS. The results demonstrate that BPTS can not only save the significant efforts of deriving and software implementing CTS but also improve computational efficiency while ensuring good accuracy. Full article
(This article belongs to the Special Issue Design of Track System and Railway Vehicle Dynamics Analysis)
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<p>The WRI element and its active portion.</p>
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<p>Virtual interpenetration of wheel–rail profile.</p>
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<p>The transform of F and the resisting force R.</p>
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<p>A representation of the feedforward BP neural network.</p>
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<p>(<b>a</b>) A seven-span simply supported beam bridge. (<b>b</b>) The model of the bridge in OpenSees.</p>
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<p>Simulation of bridge cross-section in OpenSees.</p>
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<p>The model of bridge bearing (vertical view).</p>
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<p>A single wheelset running on the bridge.</p>
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<p>Comparison between the predicted value of the BP neural network and the real value (<math display="inline"><semantics> <mrow> <mo>∂</mo> <msub> <mi>R</mi> <mrow> <mrow> <mi mathvariant="normal">w</mi> <mn>1</mn> </mrow> </mrow> </msub> <mo>/</mo> <mo>∂</mo> <msub> <mi>u</mi> <mn>1</mn> </msub> </mrow> </semantics></math>).</p>
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<p>Comparison between the predicted value of the BP neural network and the real value (<math display="inline"><semantics> <mrow> <mo>∂</mo> <msub> <mi>R</mi> <mrow> <mi>r</mi> <mn>2</mn> </mrow> </msub> <mo>/</mo> <mo>∂</mo> <msub> <mi>u</mi> <mn>2</mn> </msub> </mrow> </semantics></math>).</p>
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<p>Comparison between the predicted value of the BP neural network and the real value (<math display="inline"><semantics> <mrow> <mo>∂</mo> <msub> <mi>R</mi> <mrow> <mi>r</mi> <mn>4</mn> </mrow> </msub> <mo>/</mo> <mo>∂</mo> <msub> <mi>u</mi> <mrow> <mn>16</mn> </mrow> </msub> </mrow> </semantics></math>).</p>
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<p>The lateral displacement of the left wheel.</p>
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<p>The acceleration of the left wheel.</p>
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<p>The model of the train and the track.</p>
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<p>The lateral displacement of the left wheel of wheelset 1.</p>
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<p>The lateral displacement of the car body.</p>
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26 pages, 1487 KiB  
Review
An Overview on Deep Learning Techniques for Video Compressive Sensing
by Wael Saideni, David Helbert, Fabien Courreges and Jean-Pierre Cances
Appl. Sci. 2022, 12(5), 2734; https://doi.org/10.3390/app12052734 - 7 Mar 2022
Cited by 11 | Viewed by 4055
Abstract
The use of compressive sensing in several applications has allowed to capture impressive results, especially in various applications such as image and video processing and it has become a promising direction of scientific research. It provides extensive application value in optimizing video surveillance [...] Read more.
The use of compressive sensing in several applications has allowed to capture impressive results, especially in various applications such as image and video processing and it has become a promising direction of scientific research. It provides extensive application value in optimizing video surveillance networks. In this paper, we introduce recent state-of-the-art video compressive sensing methods based on neural networks and categorize them into different categories. We compare these approaches by analyzing the networks architectures. Then, we present their pros and cons. The general conclusion of the paper identify open research challenges and point out future research directions. The goal of this paper is to overview the current approaches in image and video compressive sensing and demonstrate their powerful impact in computer vision when using well designed compressive sensing algorithms. Full article
(This article belongs to the Topic Applied Computer Vision and Pattern Recognition)
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<p>Compressive sensing framework.</p>
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<p>Basic model of video compressive sensing.</p>
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<p>Video Compressive Sensing Architecture based on an MLP Network.</p>
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<p>DCAN Architecture.</p>
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<p>Video SCI.</p>
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<p>E2E-CNN Architecture.</p>
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<p>CSVideoNet Architecture.</p>
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<p>Overall architecture of STEM-Net.</p>
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<p>Single Pixel Camera diagram.</p>
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<p>Model of Single Pixel Imaging.</p>
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<p>Model of Snapshot Compressive Imaging.</p>
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<p>BIRNAT Architecture.</p>
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<p>Trade-off between quality (in PSNR) and testing time of several VCS reconstruction algorithms.</p>
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<p>Trade-off between quality (in SSIM) and testing time of several VCS reconstruction algorithms.</p>
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<p>Performance comparison based on PSNR obtained by several VCS reconstruction algorithms on 6 grayscale benchmark datasets.</p>
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<p>Performance comparison based on SSIM obtained by several VCS reconstruction algorithms on 6 grayscale benchmark datasets.</p>
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12 pages, 1166 KiB  
Article
Lubrication Force Saturation Matters for the Critical Separation Size of the Non-Colloidal Spherical Particle in the Deterministic Lateral Displacement Device
by Zhaosheng Yu, Yutian Yang and Jianzhong Lin
Appl. Sci. 2022, 12(5), 2733; https://doi.org/10.3390/app12052733 - 7 Mar 2022
Cited by 2 | Viewed by 1607
Abstract
Deterministic lateral displacement (DLD) is a popular technique for separating micro-scale and nano-scale particles continuously. In this paper, an efficient three-dimensional fictitious domain method is developed for the direct numerical simulation of the motion of a non-colloidal spherical particle in the DLD device [...] Read more.
Deterministic lateral displacement (DLD) is a popular technique for separating micro-scale and nano-scale particles continuously. In this paper, an efficient three-dimensional fictitious domain method is developed for the direct numerical simulation of the motion of a non-colloidal spherical particle in the DLD device (i.e., cylinder array), based on substantial modification of our previous FD method. A combination of the fast Fourier transformation (FFT) and a tri-diagonal solver is developed to efficiently solve the pressure Poisson equation for a DLD unit with a shifted periodic boundary condition in the streamwise direction. The lubrication force correction is adopted in the fictitious domain method to correct the unresolved hydrodynamic force when the particle is close to the cylinder with the gap distance below one mesh, and the lubrication force is assumed to saturate at a smaller critical gap distance as a result of the surface roughness effect. The proposed method is then employed to investigate the effect of the critical gap distance of the lubrication force saturation on the motion mode (i.e., separation size) of the particle in the DLD device. Our results indicate that the lubrication force saturation is important to the particle critical separation size, and a smaller saturation distance generally makes the particle more prone to the zigzag mode. Full article
(This article belongs to the Special Issue Advances in Multiphase Flows)
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<p>Schematic diagram of the deterministic lateral displacement (DLD) device with the periodicity of 3, illustrating the particle separation as a result of different motion modes for large and small particles. There are three flow lanes between vertical neighboring posts separated by the streamlines through the post-stagnation points for the periodicity of 3. Reproduced from Davis [<a href="#B6-applsci-12-02733" class="html-bibr">6</a>].</p>
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<p>Flow model of a DLD cell containing a stationary cylinder and a moving particle. The periodic boundary condition is imposed in the lateral (<span class="html-italic">y</span>) direction and the streamwise (<span class="html-italic">x</span>) direction with a shifted distance.</p>
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<p>Profiles of the streamwise velocity normalized with its maximum between vertical neighboring posts for the mesh numbers of <math display="inline"><semantics> <mrow> <mn>256</mn> <mo>×</mo> <mn>256</mn> <mo>×</mo> <mn>128</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mn>128</mn> <mo>×</mo> <mn>128</mn> <mo>×</mo> <mn>64</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mn>64</mn> <mo>×</mo> <mn>64</mn> <mo>×</mo> <mn>32</mn> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <mn>32</mn> <mo>×</mo> <mn>32</mn> <mo>×</mo> <mn>16</mn> </mrow> </semantics></math>.</p>
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<p>Particle trajectories for different particle sizes at (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mi>h</mi> <mi>s</mi> </msub> <mo>=</mo> <mn>0.01</mn> <mi>R</mi> </mrow> </semantics></math> and (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mi>h</mi> <mi>s</mi> </msub> <mo>=</mo> <mn>0.005</mn> <mi>R</mi> </mrow> </semantics></math> till <math display="inline"><semantics> <mrow> <mi>t</mi> <mo>=</mo> <mn>30</mn> <mi>D</mi> <mo>/</mo> <msub> <mi>U</mi> <mi>m</mi> </msub> </mrow> </semantics></math> in the DLD with the periodicity of <span class="html-italic">N</span> = 8.</p>
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<p>Particle trajectories for (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>d</mi> <mo>=</mo> <mn>0.34</mn> <mi>D</mi> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>d</mi> <mo>=</mo> <mn>0.4</mn> <mi>D</mi> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>d</mi> <mo>=</mo> <mn>0.44</mn> <mi>D</mi> </mrow> </semantics></math>; and (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>d</mi> <mo>=</mo> <mn>0.48</mn> <mi>D</mi> </mrow> </semantics></math> at different lubrication force saturation distances <math display="inline"><semantics> <msub> <mi>h</mi> <mi>s</mi> </msub> </semantics></math> till <math display="inline"><semantics> <mrow> <mi>t</mi> <mo>=</mo> <mn>30</mn> <mi>D</mi> <mo>/</mo> <msub> <mi>U</mi> <mi>m</mi> </msub> </mrow> </semantics></math> in the DLD with the periodicity of <span class="html-italic">N</span> = 16.</p>
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<p>Comparison between our numerical results and the experiments of Inglis [<a href="#B10-applsci-12-02733" class="html-bibr">10</a>] on the critical particle diameter. The experimental fitting is <math display="inline"><semantics> <mrow> <msub> <mi>d</mi> <mi>c</mi> </msub> <mo>/</mo> <msub> <mi>L</mi> <mi>g</mi> </msub> <mo>=</mo> <mn>1.4</mn> <msup> <mi>ε</mi> <mrow> <mn>0.48</mn> </mrow> </msup> </mrow> </semantics></math>.</p>
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26 pages, 5472 KiB  
Article
The Properties and Durability of Self-Leveling and Thixotropic Mortars with Recycled Sand
by Sebastiano Candamano, Francesco Tassone, Ivan Iacobini, Fortunato Crea and Piero De Fazio
Appl. Sci. 2022, 12(5), 2732; https://doi.org/10.3390/app12052732 - 7 Mar 2022
Cited by 5 | Viewed by 2542
Abstract
In recent decades, relevant environmental and economic reasons have driven an increasing interest in using a large amount of recycled aggregate in replacement of natural ones to produce mortar and concrete. The present study aims to investigate the effect of substituting 100% of [...] Read more.
In recent decades, relevant environmental and economic reasons have driven an increasing interest in using a large amount of recycled aggregate in replacement of natural ones to produce mortar and concrete. The present study aims to investigate the effect of substituting 100% of natural sand with recycled aggregate on fresh properties, mechanical properties, and the durability of a thixotropic and a self-leveling mortar. Recycled aggregate was characterized using X-ray diffractometry and energy-dispersive X-ray spectroscopy. Its morphology was investigated using scanning electron microscopy and automated morphological imaging. Recycled aggregate mortars showed a moderate decline in initial workability, as well as higher shrinkage and porosity than the control ones. The compressive strength of self-leveling mortars produced with recycled aggregate was only 6% lower than mortars produced with natural sand. The gap increased to 40% in the case of thixotropic mortars. The self-leveling recycled aggregate mortar showed equivalent resistance to freeze–thaw cycles and better sulfate resistance than the control one. The thixotropic recycled aggregate mortar showed comparable sulphate resistance and only slightly lower resistance to freeze–thaw cycles than the control one. Their capacity to relief stresses, due to hydraulic pressures and the formation of expansive products, arises from their higher porosity. Thermal stability of the prepared mortars, after a curing period of 90 days, up to 700 °C, was also investigated. A significant decrease in ultrasonic pulse velocity is observed in the 200–400 °C interval for all the mortars, due to the dehydration–dehydroxylation of calcium silicate hydrate. The overall decline in the strength of both the recycled aggregate mortars was comparable to the control ones. The results reported in the present investigation suggest that the selection of high-quality recycled aggregate helps to obtain good-quality mortars when a large amount of natural sand is replaced. Full article
(This article belongs to the Special Issue Sustainable and Durable Building Materials)
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<p>SEM analysis of recycled sand (<b>A</b>) and natural sand (<b>B</b>).</p>
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<p>SEM-(<b>left</b>) and energy-dispersive X-ray mapping analysis (<b>right</b>) of recycled sand.</p>
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<p>Particle images and CE diameters [µm] of RS as obtained by automated morphological imaging.</p>
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<p>X-Ray diffraction pattern of recycled sand.</p>
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<p>The grain size distribution curve of the natural and recycled aggregate.</p>
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<p>The mix design of thixotropic and self-leveling mortars.</p>
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<p>Spreading of thixotropic and self-leveling mortars produced with natural and recycled aggregate.</p>
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<p>Compressive strength vs. curing days.</p>
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<p>Flexural strength vs. curing days.</p>
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<p>The mortars’ drying shrinkage vs. curing days.</p>
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<p>The mortars’ compressive strength after 300 F-T cycles.</p>
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<p>The mortars’ flexural strength after 300 F-T cycles.</p>
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<p>The mortars’ compressive strength after 6 months of immersion in sodium sulphate solution.</p>
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<p>The mortars’ flexural strength after 6 months of immersion in in sodium sulphate solution.</p>
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<p>Sulphate penetration depth in tested mortars, using BaCl<sub>2</sub> + KMnO<sub>4</sub> solutions and after 6 months of immersion in a sodium sulphate solution.</p>
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<p>Propagation velocities of ultrasonic pulse vs. temperature for the tested mortars.</p>
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<p>Weight of specimens vs. temperature for the tested mortars.</p>
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<p>Flexural strength vs. temperature for the tested mortars.</p>
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<p>Compressive strength vs. temperature for the tested mortars.</p>
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19 pages, 3450 KiB  
Article
Axial Bearing Mechanism of Post-Grouted Piles in Calcareous Sand
by Zhihui Wan, Heng Liu, Feng Zhou and Guoliang Dai
Appl. Sci. 2022, 12(5), 2731; https://doi.org/10.3390/app12052731 - 7 Mar 2022
Cited by 10 | Viewed by 2560
Abstract
Post-grouted piles, as a foundation form for large-span and large-scale structures on calcareous sand, are expected to provide a high bearing capacity, but research on the response of post-grouted piles subjected to axial load in calcareous sand is still in the exploratory stage. [...] Read more.
Post-grouted piles, as a foundation form for large-span and large-scale structures on calcareous sand, are expected to provide a high bearing capacity, but research on the response of post-grouted piles subjected to axial load in calcareous sand is still in the exploratory stage. In this paper, a model test is constructed for static pressure piles in calcareous sand under axial loading. The response of axial compressive piles, with and without post-grouting, in calcareous sand were investigated, and the test results were compared with those of axial compressive piles, with and without post-grouting, in siliceous sand. The influence of post-side-grouting on the response of a single pile subjected to axial compressive load in calcareous sand and its bearing mechanism were further analyzed. The results show that the change in shaft resistance, caused by the lateral extrusion of calcareous sand, is less than the negative effect caused by particle breakage during pile driving, so single piles without post-grouting in calcareous sand exhibit weaker axial bearing behavior than that in siliceous sand. A single pile with post-side-grouting in calcareous sand can provide a higher bearing capacity by increasing the shaft resistance and tip resistance compared with a single pile without post-side-grouting, and the increased ratio of the bearing capacity of piles, after grouting in calcareous sand, is better than that of piles in siliceous sand. Post-side-grouting can not only strengthen the surrounding soil by the solidification effect of injected cement grout, but it can also have a strengthening effect on the tip resistance. In addition, ideal-geometry grouting has more obvious advantages in improving the bearing behavior of pile foundations than annular point grouting, and higher stability in improving the bearing properties of pile foundations is evident for ideal-geometry grouting. Therefore, it is suggested that a directional grouting device should be adopted in actual projects in the future to form a more stable pile-soil interaction system and to expand the application prospect of pile foundations in calcareous sand. Full article
(This article belongs to the Special Issue Recent Progress on Advanced Foundation Engineering)
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Figure 1
<p>Particle size distributions for the two types of sand.</p>
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<p>Post-grouting apparatus: (<b>a</b>) annular point grouting; (<b>b</b>) ideal-geometry grouting.</p>
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<p>Static load test of a single pile and testing element arrangement (unit: cm): (<b>a</b>) front view; (<b>b</b>) vertical view.</p>
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<p>Load-settlement curves of piles: (<b>a</b>) calcareous sand; (<b>b</b>) siliceous sand.</p>
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<p>Measured axial force distributions for test piles at different loading levels: (<b>a</b>) MP1; (<b>b</b>) MP2; (<b>c</b>) MP3; (<b>d</b>) MP4; (<b>e</b>) MP5; (<b>f</b>) MP6.</p>
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<p>Distribution of the average unit shaft resistance of each pile under ultimate loading.</p>
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<p>Total shaft resistance versus pile head displacement curves of each pile: (<b>a</b>) calcareous sand; (<b>b</b>) siliceous sand.</p>
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<p>Curves of the mobilized tip resistance versus tip settlement for each pile: (<b>a</b>) calcareous sand; (<b>b</b>) siliceous sand.</p>
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<p>Cement grout material of a single pile with grouting: (<b>a</b>) MP2; (<b>b</b>) MP3; (<b>c</b>) MP5; (<b>d</b>) MP6.</p>
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<p>Pull-out force-slip curves for the cement grout and pile shaft: (<b>a</b>) calcareous sand; (<b>b</b>) siliceous sand.</p>
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<p>Equivalent model of the post-side-grouted pile subjected to axial loading: (<b>a</b>) MP1; (<b>b</b>) MP2. (<b>c</b>) MP3.</p>
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11 pages, 3188 KiB  
Article
Evaluating the Effect of Noise from Traffic on HYB Magnetic Observatory Data during COVID-19 Lockdown
by Manjula Lingala, Phani Chandrasekhar Nelapatla and Kusumita Arora
Appl. Sci. 2022, 12(5), 2730; https://doi.org/10.3390/app12052730 - 7 Mar 2022
Cited by 2 | Viewed by 1680
Abstract
Continuous time series data from geomagnetic observatories are increasingly contaminated by anthropogenic noise related to developing socio-economic activities. More and more sophisticated techniques of data processing are used to eliminate this noise; nonetheless, some of it cannot be removed. The main sources of [...] Read more.
Continuous time series data from geomagnetic observatories are increasingly contaminated by anthropogenic noise related to developing socio-economic activities. More and more sophisticated techniques of data processing are used to eliminate this noise; nonetheless, some of it cannot be removed. The main sources of noise in the Hyderabad (HYB) data are vehicular traffic, power lines and a power station, 500 m to 1 km away. During the nationwide COVID-19 pandemic lockdown from 24 March to 17 May 2020, both road and metro rail traffic came to a complete halt. The data from this time interval give us an opportunity to evaluate the effects of the absence of traffic-generated noise sources. We found noticeable differences in the noise levels present in vector and scalar variation data, due to the vehicular noise observed before and during the lockdown periods. Noise spectrum estimates quantify the reduction in the noise levels during this period. We also noticed decreased scatter in absolute values of the H (horizontal), D (declination), Z (vertical) and I (inclination) components of the geomagnetic field during lockdown. The details of increased data quality in the absence of traffic-generated noise sources are discussed. Full article
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Figure 1
<p>Diurnal variation in H, D, Z and F on one of the best quiet days of the respective months along with their K-index values, on (<b>a</b>) 11 March 2020 (before lockdown) and (<b>b</b>) 6 April 2020 (during lockdown). For plotting convenience, dH, dZ and dF are subtracted by 50 nT and 80 nT and 43,620 nT, which represent the deviation in 1 Hz value data from the base values.</p>
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<p>Shows the first difference (the approximate derivative) of 1s measurements of Z and F components. (<b>a</b>) Z component on 11 March 2020 (before lockdown), (<b>b</b>) Z component on 6 April 2020 (during lockdown), (<b>c</b>) F component on 11 March 2020 (before lockdown) and (<b>d</b>) F component on 6 April 2020 (during lockdown).</p>
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<p>Absolute values of D, I and F components before (7 February 2020 to 18 March 2020, red color symbols) and during (27 March 2020 to 4 May 2020, green color symbols) the lockdown period, with annotation of dates of observations and K-index value during the time the observations were conducted.</p>
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<p>HDZ baselines observed (circles) and adopted (line) along with their scatter value before (7 February 2020 to 18 March 2020, red color line) and during (27 March 2020 to 4 May 2020, green color line) the lockdown period, with annotation of dates of observations and K-index value during the time the absolute observations were conducted. Pink vertical lines indicate the dates of diurnal variations, as shown in <a href="#applsci-12-02730-f001" class="html-fig">Figure 1</a>.</p>
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<p>Plots of HYB 1 Hz Z component data before the lockdown period: (<b>a</b>) raw data; (<b>b</b>) noise in the data; (<b>c</b>) noise spectra; (<b>d</b>) filtered data; (<b>e</b>) CPL raw data of Z component. Plots of HYB 1 Hz Z component data during the lockdown period: (<b>f</b>) raw data; (<b>g</b>) noise in the data; (<b>h</b>) noise spectra; (<b>i</b>) filtered data of Z component; (<b>j</b>) CPL raw data of Z component.</p>
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<p>Plots of HYB 1 Hz F component data before the lockdown period: (<b>a</b>) raw data; (<b>b</b>) noise in the data; (<b>c</b>) noise spectra; (<b>d</b>) filtered data; (<b>e</b>) CPL raw data of F component. Plots of HYB 1 Hz F component data during the lockdown period: (<b>f</b>) raw data; (<b>g</b>) noise in the data; (<b>h</b>) noise spectra; (<b>i</b>) filtered data of F component; (<b>j</b>) CPL raw data of F component.</p>
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