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14 pages, 7857 KiB  
Article
Deep Learning Framework for Accurate Static and Dynamic Prediction of CO2 Enhanced Oil Recovery and Storage Capacity
by Zhipeng Xiao, Bin Shen, Jiguang Yang, Kun Yang, Yanbin Zhang and Shenglai Yang
Processes 2024, 12(8), 1693; https://doi.org/10.3390/pr12081693 - 13 Aug 2024
Abstract
As global warming intensifies, carbon capture, utilization, and storage (CCUS) technology is widely used to reduce greenhouse gas emissions. CO2-enhanced oil recovery (CO2-EOR) technology has, once again, received attention, which can achieve the dual benefits of oil recovery and [...] Read more.
As global warming intensifies, carbon capture, utilization, and storage (CCUS) technology is widely used to reduce greenhouse gas emissions. CO2-enhanced oil recovery (CO2-EOR) technology has, once again, received attention, which can achieve the dual benefits of oil recovery and CO2 storage. However, flexibly and effectively predicting the CO2 flooding and storage capacity of potential reservoirs is a major problem. Traditional prediction methods often lack the ability to comprehensively integrate static and dynamic predictions and, thus, cannot fully understand CO2-EOR and storage capacity. This study proposes a comprehensive deep learning framework, named LightTrans, based on a lightweight gradient boosting machine (LightGBM) and Temporal Fusion Transformers, for dynamic and static prediction of CO2-EOR and storage capacity. The model predicts cumulative oil production, CO2 storage amount, and Net Present Value on a test set with an average R-square (R2) of 0.9482 and an average mean absolute percentage error (MAPE) of 0.0143. It shows great static prediction performance. In addition, its average R2 of dynamic prediction is 0.9998, and MAPE is 0.0025. It shows excellent dynamic prediction ability. The proposed model successfully captures the time-varying characteristics of CO2-EOR and storage systems. It is worth noting that our model is 105–106 times faster than traditional numerical simulators, which once again demonstrates the high-efficiency value of the LightTrans model. Our framework provides an efficient, reliable, and intelligent solution for the development and optimization of CO2 flooding and storage. Full article
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Figure 1
<p>Typical well pattern model extraction from field-scale numerical model.</p>
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<p>Relative permeability curves of oil–water and oil–gas phases.</p>
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<p>LightTrans model architecture.</p>
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<p>A description of the LightGBM algorithm combining fair-cut trees and the synthetic minority oversampling technique (FCT-SMOTE-LightGBM) model.</p>
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<p>Static prediction performance of the TransLight model.</p>
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<p>TransLight model shows the feature importance of (<b>a</b>) cumulative oil production, (<b>b</b>) NPV, and (<b>c</b>) CO<sub>2</sub> storage amount, where WATER TIME and GAS TIME represent the water injection time and gas injection time within a cycle, GASI represents the gas injection rate of the injection wells, WATI represents the water injection rate, PRO BHP refers to the bottom-hole pressure of the production wells, and PRO STL indicates the maximum total surface liquid production rate of production wells.</p>
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<p>Dynamic prediction curve of oil production rate by TransLight model (four cases are shown).</p>
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<p>Dynamic prediction curve of CO<sub>2</sub> production rate by TransLight model (four cases are shown).</p>
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<p>Dynamic prediction of time-varying CO<sub>2</sub> storage amount by TransLight model (four cases are shown).</p>
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15 pages, 12310 KiB  
Article
Structural Analysis of the Historical Sungurlu Clock Tower
by Ahmet Gökdemir and Zülküf Baki
Appl. Sci. 2024, 14(16), 7085; https://doi.org/10.3390/app14167085 - 12 Aug 2024
Viewed by 187
Abstract
Background: The strength of historical buildings built in different centuries with various materials and construction techniques and harboring many structural problems depends on the structural system, geometrical condition, and material properties. Sungurlu clock tower, whose system and geometry are in good condition, has [...] Read more.
Background: The strength of historical buildings built in different centuries with various materials and construction techniques and harboring many structural problems depends on the structural system, geometrical condition, and material properties. Sungurlu clock tower, whose system and geometry are in good condition, has been damaged under environmental and climatic effects, earthquakes, and other loads, and has survived to the present day by preserving its structural integrity to a great extent with the repairs it has undergone. Methods: In addition to static analysis, the robustness and durability of the design of the tower were tested by dynamic analysis with the SAP2000 program. In the model that will represent the actual system behavior of the tower, the lengths of the elements; nodal points; bearings; joints; shapes such as bars, shells, and plates; characteristic values of the materials to be used; as well as the system, element sections, and all loads and combinations of masses or dynamic forces acting on the system are defined. Results: In the reports presented visually, the moment, shear force, axial forces, and other forces to which the tower was exposed after the architectural and structural problems were eliminated were seen in a diagram. Since the effects of the damage could not be predicted, in this study, to measure the reaction of the building against earthquakes and other loads, the numerical model representing its original condition was prepared and analyzed according to the theoretical method and assumptions made by the restitution, survey, and static observation reports. Conclusions: With this program, which allows for the preparation of this model, it was concluded that the loads coming to the structure according to the principles of ductility, rigidity, and strength could be safely transferred to the ground without causing damage to the structural system and its elements. From the deformation, stress, velocity, acceleration, and reaction force graphs obtained, it was understood that the tower exhibited the expected structural behavior under its own weight and live loads. The stress and reaction force graphs showed that the structural materials are adequate for the resistance of the structure and system against the existing loads and possible earthquakes. Full article
(This article belongs to the Section Civil Engineering)
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<p>Sungurlu clock tower.</p>
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<p>Loss of parts when molding balconies.</p>
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<p>Original (<b>left</b>) and present (<b>right</b>) view of the balcony.</p>
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<p>Splits and fractures caused by physical impact.</p>
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<p>Superficial and deep wear.</p>
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<p>Flaking on the stone surface.</p>
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<p>Unqualified repairs to the stone surface.</p>
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<p>Surface soiling on the north facade (<b>left</b>) and interior (<b>right</b>).</p>
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<p>Joint discharge and unqualified joint repairs.</p>
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<p>Wooden elements in the structure.</p>
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<p>Original clock, eaves cladding, and metal door.</p>
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<p>Plans, sections, and views (units cm).</p>
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<p>Plans, sections, and views (units cm).</p>
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<p>Spectrum curves.</p>
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<p>Resulting translations on G+EQx (left/units mm) and G+EQy (right/units mm).</p>
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<p>Mode shapes and displacements.</p>
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<p>Normal (<b>left</b>/units Mpa), tensile (<b>middle</b>/units kPa), and compressive stresses (<b>right</b>/units kPa) (G+EQx).</p>
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<p>Normal (<b>left</b>/units Mpa), tensile (<b>middle</b>/units kPa), and compressive stresses (<b>right</b>/units kPa) (G+EQy).</p>
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<p>G+EQx and G+EQy shear stresses (units kPa).</p>
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<p>Tower, entrance, top, and bottom views.</p>
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12 pages, 1184 KiB  
Article
Incremental Learning for LiDAR Attack Recognition Framework in Intelligent Driving Using Gaussian Processes
by Zujia Miao, Cuiping Shao, Huiyun Li and Yunduan Cui
World Electr. Veh. J. 2024, 15(8), 362; https://doi.org/10.3390/wevj15080362 - 12 Aug 2024
Viewed by 211
Abstract
The perception system plays a crucial role by integrating LiDAR and various sensors to perform localization and object detection, which ensures the security of intelligent driving. However, existing research indicates that LiDAR is vulnerable to sensor attacks, which lead to inappropriate driving strategies [...] Read more.
The perception system plays a crucial role by integrating LiDAR and various sensors to perform localization and object detection, which ensures the security of intelligent driving. However, existing research indicates that LiDAR is vulnerable to sensor attacks, which lead to inappropriate driving strategies and need effective attack recognition methods. Previous LiDAR attack recognition methods rely on fixed anomaly thresholds obtained from depth map data distributions in specific scenarios as static anomaly boundaries, which lead to reduced accuracy, increased false alarm rates, and a lack of performance stability. To address these problems, we propose an adaptive LiDAR attack recognition framework capable of adjusting to different driving scenarios. This framework initially models the perception system by integrating the vehicle dynamics model and object tracking algorithms to extract data features, subsequently employing Gaussian Processes for the probabilistic modeling of these features. Finally, the framework employs sparsification computing techniques and a sliding window strategy to continuously update the Gaussian Process model with window data, which achieves incremental learning that generates uncertainty estimates as dynamic anomaly boundaries to recognize attacks. The performance of the proposed framework has been evaluated extensively using the real-world KITTI dataset covering four driving scenarios. Compared to previous methods, our framework achieves a 100% accuracy rate and a 0% false positive rate in the localization system, and an average increase of 3.43% in detection accuracy in the detection system across the four scenarios, which demonstrates superior adaptive capabilities. Full article
(This article belongs to the Special Issue Design Theory, Method and Control of Intelligent and Safe Vehicles)
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<p>LiDAR replay attack and LiDAR spoofing attack.</p>
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<p>Problem statement.</p>
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<p>Architecture of the proposed framework.</p>
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<p>The combination of sliding window and sparse Gaussian Process.</p>
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<p>Driving scenarios in intelligence driving.</p>
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<p>Experimental result of proposed framework in localization system under LiDAR replay attack.</p>
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<p>Experimental result of proposed framework in detection system under LiDAR spoofing attack.</p>
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<p>Adaptive analysis of proposed framework.</p>
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22 pages, 5949 KiB  
Article
Deduplication-Aware Healthcare Data Distribution in IoMT
by Saleh M. Altowaijri
Mathematics 2024, 12(16), 2482; https://doi.org/10.3390/math12162482 - 11 Aug 2024
Viewed by 408
Abstract
As medical sensors undergo expeditious advancements, there is rising interest in the realm of healthcare applications within the Internet of Medical Things (IoMT) because of its broad applicability in monitoring the health of patients. IoMT proves beneficial in monitoring, disease diagnosis, and better [...] Read more.
As medical sensors undergo expeditious advancements, there is rising interest in the realm of healthcare applications within the Internet of Medical Things (IoMT) because of its broad applicability in monitoring the health of patients. IoMT proves beneficial in monitoring, disease diagnosis, and better treatment recommendations. This emerging technology aggregates real-time patient health data from sensors deployed on their bodies. This data collection mechanism consumes excessive power due to the transmission of data of similar types. It necessitates a deduplication mechanism, but this is complicated by the variable sizes of the data chunks, which may be either very small or larger in size. This reduces the likelihood of efficient chunking and, hence, deduplication. In this study, a deduplication-based data aggregation scheme was presented. It includes a Delimiter-Based Incremental Chunking Algorithm (DICA), which recognizes the breakpoint among two frames. The scheme includes static as well as variable-length windows. The proposed algorithm identifies a variable-length chunk using a terminator that optimizes the windows that are variable in size, with a threshold limit for the window size. To validate the scheme, a simulation was performed by utilizing NS-2.35 with the C language in the Ubuntu operating system. The TCL language was employed to set up networks, as well as for messaging purposes. The results demonstrate that the rise in the number of windows of variable size amounts to 62%, 66.7%, 68%, and 72.1% for DSW, RAM, CWCA, and DICA, respectively. The proposed scheme exhibits superior performance in terms of the probability of the false recognition of breakpoints, the static and dynamic sizes of chunks, the average sizes of chunks, the total attained chunks, and energy utilization. Full article
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<p>System model.</p>
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<p>Average number of chunks.</p>
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<p>Average chunk size.</p>
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<p>Performances of all schemes under IC and fixed-sized windows.</p>
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<p>Likelihood of breakpoint failure.</p>
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<p>Throughput.</p>
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<p>Energy efficiency.</p>
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<p>Computational overhead.</p>
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<p>Energy consumption at collector devices (CDs).</p>
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<p>Energy consumption at sensing devices.</p>
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10 pages, 1674 KiB  
Article
The Genetic Diversity of the Macrophyte Ceratophyllum demersum in Backwaters Reflects Differences in the Hydrological Connectivity and Water Flow Rate of Habitats
by Attila I. Engloner, Kitti Németh and Judit Bereczki
Plants 2024, 13(16), 2220; https://doi.org/10.3390/plants13162220 - 10 Aug 2024
Viewed by 215
Abstract
Macrophytes often live in fluvial backwaters that have a variety of hydrological connections to a main river. Since the ability of these plants to adapt to changing environments may depend on the genetic diversity of the populations, it is important to know whether [...] Read more.
Macrophytes often live in fluvial backwaters that have a variety of hydrological connections to a main river. Since the ability of these plants to adapt to changing environments may depend on the genetic diversity of the populations, it is important to know whether it can be influenced by habitat characteristics. We examined the microsatellite polymorphism of the submerged macrophyte Ceratophyllum demersum from various backwaters and showed that the genetic diversity of this plant clearly reflects habitat hydrological differences. The greatest genetic variability was found in a canal system where constant water flow maintained a direct connection between the habitats and the river. In contrast, an isolated backwater on the protected side of the river had the lowest plant genetic diversity. Oxbows permanently connected to the branch system with static or flowing water, and former river branches temporarily connected to the main bed contained populations with moderately high or low genetic variability. The results demonstrate that habitat fragmentation can be a result not only of the loss of direct water contact, but also of the lack of flowing water. Adverse hydrological changes can reduce the genetic diversity of populations and thus the ability of this macrophyte to adapt to changing environments. Full article
(This article belongs to the Special Issue Physiology and Ecology of Aquatic Plants)
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<p>Sampling locations. T—Tisza Reservoir; S—Schisler; Z—Zátonyi; D—Decsi; M—Mocskos and R—Riha backwaters.</p>
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<p>Distribution of alleles among the different classes in the backwaters. Common: detected in all backwaters; specific: detected in the given backwater only. T—Tisza Reservoir; S—Schisler; Z—Zátonyi; D—Decsi; M—Mocskos and R—Riha backwaters.</p>
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<p>PCA ordination of <span class="html-italic">C. demersum</span> samples based on microsatellite allele frequency data. Convex polygons enclose plant samples collected from the same habitats. T—Tisza Reservoir; S—Schisler; Z—Zátonyi; D—Decsi; M—Mocskos and R—Riha backwaters.</p>
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<p>Bayesian assignment of individuals from 6 populations to genetic clusters inferred from the analysis of 9 microsatellite loci for K = 4. T—Tisza Reservoir; S—Schisler; Z—Zátonyi; D—Decsi; M—Mocskos and R—Riha backwaters. The plot represents each individual as a thin vertical bar. The proportion of each color in each column indicates the proportion of an individual’s genome being classified in any of the 4 clusters.</p>
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<p>An Evanno method output plot. ΔK obtained by the package ‘pophelper’ in which R indicates the change in log probability between successive K values.</p>
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24 pages, 33071 KiB  
Article
Structure and Mechanical Properties of AlMgSi(Cu) Extrudates Straightened with Dynamic Deformation
by Dariusz Leśniak, Józef Zasadziński, Wojciech Libura, Beata Leszczyńska-Madej, Marek Bogusz, Tomasz Latos and Bartłomiej Płonka
Materials 2024, 17(16), 3983; https://doi.org/10.3390/ma17163983 - 10 Aug 2024
Viewed by 266
Abstract
Before artificial ageing, extruded aluminium profiles are subjected to stretching with a small cold deformation in the range of 0.5–2%. This deformation improves the geometrical stability of the extruded product and causes changes in the microstructure of the profile, which leads to the [...] Read more.
Before artificial ageing, extruded aluminium profiles are subjected to stretching with a small cold deformation in the range of 0.5–2%. This deformation improves the geometrical stability of the extruded product and causes changes in the microstructure of the profile, which leads to the strain hardening of the material after artificial ageing. The work has resulted in the creation of the prototype of an original device, which is unique in the world, for the dynamic stretching of the extruded profiles after quenching. The semi-industrial unit is equipped with a hydraulic system for stretching and a pneumatic system for cold dynamic deformation. The aim of this research paper is to produce advantageous microstructural changes and increase the strength properties of the extruded material. The solution of the dynamic stretching of the profiles after extrusion is a great challenge and an innovation not yet practised. The paper presents the results of microstructural and mechanical investigations carried out on extruded AlMgSi(Cu) alloys quenched on the run-out table of the press, dynamically stretched under different conditions, and artificially aged for T5 temper. Different stretching conditions were applied: a static deformation of 0.5% at a speed of 0.02 m/s, and dynamic deformation of 0.25%, 0.5%, 1%, and 1.5% at speeds of 0.05 and 2 m/s. After the thermomechanical treatment of the profiles, microstructural observations were carried out using an optical microscope (OM) and a scanning electron microscope (SEM). A tensile test was also carried out on the specimens stretched under different conditions. In all the cases, the dynamically stretched profiles showed higher strength properties, especially those deformed at a higher speed of 2 m/s, where the increase in UTS was observed in the range of 7–18% compared to the classical (static) stretching. The microstructure of the dynamically stretched profiles is more homogeneous with a high proportion of fine dispersoids. Full article
(This article belongs to the Special Issue Metalworking Processes: Theoretical and Experimental Study)
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Figure 1
<p>Device for the cold dynamic stretching of the extruded profiles from the AlMgSi(Cu) alloys, view from the face: 1—clamp jaw with elastomer; 2—aluminium profile; 3—clamp jaw on the right side; 4—dynamic force system; 5—pedestal.</p>
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<p>Device for the cold dynamic stretching of the extruded profiles from the AlMgSiCu) alloys, view from the back and front.</p>
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<p>Device for the cold dynamic stretching of the extruded profiles from the AlMgSi(Cu) alloys, view from the right side of the system.</p>
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<p>Device for the cold dynamic stretching of the extruded profiles from the AlMgSi(Cu) alloys, view from the left side.</p>
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<p>The 5 MN 4-inch extrusion press run-out table with water wave installation (<b>a</b>) and the profile from AlMgSi(Cu) alloy after extrusion with cooling by water on the run-out table (<b>b</b>).</p>
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<p>The prototype device for the dynamic stretching of the extruded profiles from the AlMgSi(Cu) alloys—the photos from the experimental tests: (<b>a</b>) side view, (<b>b</b>) front view, (<b>c</b>) the close-up view of the clamp jaw and dynamic force system and (<b>d</b>) the sample of the extruded profile after the dynamic straightening.</p>
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<p>The scanner GOM Atos Core 200 for optically measuring the geometry of the extruded profiles (<b>a</b>) and the scanned extruded profiles (<b>b</b>).</p>
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<p>Microstructure of profiles extruded from alloy 1/1A and dynamically straightened at (<b>a</b>) ε = 1%, <span class="html-italic">v</span> = 0.05 m/s; (<b>b</b>) ε = 1.5, <span class="html-italic">v</span> = 0.05 m/s; (<b>c</b>) ε = 1%, <span class="html-italic">v</span> = 2 m/s; (<b>d</b>) ε = 1.5%, <span class="html-italic">v</span> = 2 m/s; SEM (The middle pictures are enlargements of the area marked by the yellow box in the pictures on the left).</p>
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<p>Microstructure of profiles extruded from alloy 3/2A and dynamically straightened at (<b>a</b>) ε = 1%, <span class="html-italic">v</span> = 0.05 m/s; (<b>b</b>) ε = 1.5%, <span class="html-italic">v</span> = 0.05 m/s; (<b>c</b>) ε = 1%, <span class="html-italic">v</span> = 2 m/s; (<b>d</b>) ε = 1.5, <span class="html-italic">v</span> = 2 m/s; SEM (The middle pictures are enlargements of the area marked by the yellow box in the pictures on the left).</p>
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<p>Microstructure of profiles extruded from alloy 6/3a and dynamically straightened at (<b>a</b>) ε = 1%, <span class="html-italic">v</span> = 0.05 m/s; (<b>b</b>) ε = 1.5%, <span class="html-italic">v</span> = 0.05 m/s; (<b>c</b>) ε = 1%, <span class="html-italic">v</span> = 2 m/s; (<b>d</b>) ε = 1.5%, <span class="html-italic">v</span> = 2 m/s; SEM (The middle pictures are enlargements of the area marked by the yellow box in the pictures on the left).</p>
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<p>Microstructure of profiles statically straightened at ε = 0.5%, <span class="html-italic">v</span> = 0.05 m/s: (<b>a</b>) alloy 1/1A, (<b>b</b>) alloy 3/2A, and (<b>c</b>) alloy 6/3A; SEM (The middle pictures are enlargements of the area marked by the yellow box in the pictures on the left).</p>
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<p>Illustrative outcomes of the chemical analysis depicting the particles within the microstructure of the alloy 3/2A-extruded profiles supersaturated during the press run. Noteworthy particles identified include β-Mg<sub>2</sub>Si, Q-Al<sub>5</sub>Cu<sub>2</sub>Mg<sub>8</sub>Si<sub>6</sub>, and a phase comprising Al, Si, Fe, and Mn.</p>
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<p>Illustrative outcomes of the chemical analysis depicting the particles within the microstructure of the alloy 6/3A-extruded profiles supersaturated during the press run. Noteworthy particles identified include β-Mg<sub>2</sub>Si, Q-Al<sub>5</sub>Cu<sub>2</sub>Mg<sub>8</sub>Si<sub>6</sub>, and a phase comprising Al, Si, Fe, and Mn.</p>
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<p>Microstructure of profiles extruded from alloy 1/1A: (<b>a</b>) statically straightened at ε = 0.5, <math display="inline"><semantics> <mrow> <mi>v</mi> </mrow> </semantics></math> = 0.05 m/s; (<b>b</b>) dynamically straightened at ε = 1.5, <math display="inline"><semantics> <mrow> <mi>v</mi> </mrow> </semantics></math> = 2 m/s; STEM.</p>
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<p>Microstructure of profiles extruded from alloy 3/2A: (<b>a</b>) statically straightened at ε = 0.5, <span class="html-italic">v</span> = 0.05 m/s; (<b>b</b>) dynamically straightened at ε = 1.5, <span class="html-italic">v</span> = 2 m/s; STEM.</p>
Full article ">Figure 15 Cont.
<p>Microstructure of profiles extruded from alloy 3/2A: (<b>a</b>) statically straightened at ε = 0.5, <span class="html-italic">v</span> = 0.05 m/s; (<b>b</b>) dynamically straightened at ε = 1.5, <span class="html-italic">v</span> = 2 m/s; STEM.</p>
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<p>Microstructure of profiles extruded from alloy 6/3A: (<b>a</b>) statically straightened at ε = 0.5, <math display="inline"><semantics> <mrow> <mi>v</mi> </mrow> </semantics></math> = 0.05 m/s; (<b>b</b>) dynamically straightened at ε = 1.5, <math display="inline"><semantics> <mrow> <mi>v</mi> </mrow> </semantics></math> = 2 m/s; STEM.</p>
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<p>Stress/strain curves recorded during static tensile test of samples from alloys 1/1A (<b>a</b>), 3/2A (<b>b</b>), and 6/3A-extruded (<b>c</b>), statically and dynamically stretched and artificially aged.</p>
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<p>Dependence of tensile strength (UTS) for extruded profiles of alloys (<b>a</b>) 1/1A, (<b>b</b>) 3/2A, and (<b>c</b>) 6/3A, subjected to press run cooling, static or dynamic straightening, and subsequent artificial ageing at 175 °C for 8 h.</p>
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<p>Dependence of elongation (A) for extruded profiles of alloys (<b>a</b>) 1/1A, (<b>b</b>) 3/2A, and (<b>c</b>) 6/3A, subjected to press run cooling, static or dynamic straightening, and subsequent artificial ageing at 175 °C for 8 h.</p>
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<p>Results of 3D optical scanning of profile of 60 × 40 × 2 mm extruded from alloy 1/1A and dynamically straightened at ε = 2.0, <math display="inline"><semantics> <mrow> <mi>v</mi> </mrow> </semantics></math> = 2 m/s.</p>
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<p>Results of 3D optical scanning of profile of 60 × 40 × 2 mm extruded from alloy 3/2A and dynamically straightened at ε = 2.0, <math display="inline"><semantics> <mrow> <mi>v</mi> </mrow> </semantics></math> = 2 m/s.</p>
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<p>Results of 3D optical scanning of profile of 50 × 30 × 3 mm extruded from alloy 6/3A and dynamically straightened at ε = 2.0, <math display="inline"><semantics> <mrow> <mi>v</mi> </mrow> </semantics></math> = 2 m/s.</p>
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<p>Statistical analysis of dispersoids for extrudates from AlMgSi(Cu) alloys with different Cu contents after static or dynamic stretching.</p>
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<p>Dynamic deformation effect depending on the alloy for the extruded profiles of the alloys 1/1A, 3/2A, and 6/3A subjected to press run cooling, static or dynamic straightening, and subsequent artificial ageing at 175 °C for 8 h.</p>
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13 pages, 791 KiB  
Article
ChatGPT as an Information Source for Patients with Migraines: A Qualitative Case Study
by Pascal Schütz, Sina Lob, Hiba Chahed, Lisa Dathe, Maren Löwer, Hannah Reiß, Alina Weigel, Joanna Albrecht, Pinar Tokgöz and Christoph Dockweiler
Healthcare 2024, 12(16), 1594; https://doi.org/10.3390/healthcare12161594 - 10 Aug 2024
Viewed by 308
Abstract
Migraines are one of the most common and expensive neurological diseases worldwide. Non-pharmacological and digitally delivered treatment options have long been used in the treatment of migraines. For instance, migraine management tools, online migraine diagnosis or digitally networked patients have been used. Recently, [...] Read more.
Migraines are one of the most common and expensive neurological diseases worldwide. Non-pharmacological and digitally delivered treatment options have long been used in the treatment of migraines. For instance, migraine management tools, online migraine diagnosis or digitally networked patients have been used. Recently, applications of ChatGPT are used in fields of healthcare ranging from identifying potential research topics to assisting professionals in clinical diagnosis and helping patients in managing their health. Despite advances in migraine management, only a minority of patients are adequately informed and treated. It is important to provide these patients with information to help them manage the symptoms and their daily activities. The primary aim of this case study was to examine the appropriateness of ChatGPT to handle symptom descriptions responsibly, suggest supplementary assistance from credible sources, provide valuable perspectives on treatment options, and exhibit potential influences on daily life for patients with migraines. Using a deductive, qualitative study, ten interactions with ChatGPT on different migraine types were analyzed through semi-structured interviews. ChatGPT provided relevant information aligned with common scientific patient resources. Responses were generally intelligible and situationally appropriate, providing personalized insights despite occasional discrepancies in interaction. ChatGPT’s empathetic tone and linguistic clarity encouraged user engagement. However, source citations were found to be inconsistent and, in some cases, not comprehensible, which affected the overall comprehensibility of the information. ChatGPT might be promising for patients seeking information on migraine conditions. Its user-specific responses demonstrate potential benefits over static web-based sources. However, reproducibility and accuracy issues highlight the need for digital health literacy. The findings underscore the necessity for continuously evaluating AI systems and their broader societal implications in health communication. Full article
19 pages, 6004 KiB  
Article
An Evaluation Model for Node Influence Based on Heuristic Spatiotemporal Features
by Sheng Jin, Yuzhi Xiao, Jiaxin Han and Tao Huang
Entropy 2024, 26(8), 676; https://doi.org/10.3390/e26080676 - 10 Aug 2024
Viewed by 290
Abstract
The accurate assessment of node influence is of vital significance for enhancing system stability. Given the structural redundancy problem triggered by the network topology deviation when an empirical network is copied, as well as the dynamic characteristics of the empirical network itself, it [...] Read more.
The accurate assessment of node influence is of vital significance for enhancing system stability. Given the structural redundancy problem triggered by the network topology deviation when an empirical network is copied, as well as the dynamic characteristics of the empirical network itself, it is difficult for traditional static assessment methods to effectively capture the dynamic evolution of node influence. Therefore, we propose a heuristic-based spatiotemporal feature node influence assessment model (HEIST). First, the zero-model method is applied to optimize the network-copying process and reduce the noise interference caused by network structure redundancy. Second, the copied network is divided into subnets, and feature modeling is performed to enhance the node influence differentiation. Third, node influence is quantified based on the spatiotemporal depth-perception module, which has a built-in local and global two-layer structure. At the local level, a graph convolutional neural network (GCN) is used to improve the spatial perception of node influence; it fuses the feature changes of the nodes in the subnetwork variation, combining this method with a long- and short-term memory network (LSTM) to enhance its ability to capture the depth evolution of node influence and improve the robustness of the assessment. Finally, a heuristic assessment algorithm is used to jointly optimize the influence strength of the nodes at different stages and quantify the node influence via a nonlinear optimization function. The experiments show that the Kendall coefficients exceed 90% in multiple datasets, proving that the model has good generalization performance in empirical networks. Full article
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<p>Study overview.</p>
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<p>Node influence assessment process diagram.</p>
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<p>Nodal spatiotemporal feature construction maps.</p>
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<p>Plot of the scale of impact on the network when the HEIST model is compared to other models with high-impact nodes selected as propagation sources.</p>
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<p>Analysis of propagation in a small network.</p>
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<p>Visualization of different network structures.</p>
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<p>Graph of the effect of different training network training tests.</p>
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18 pages, 3612 KiB  
Article
The Light-Fueled Self-Rotation of a Liquid Crystal Elastomer Fiber-Propelled Slider on a Circular Track
by Lu Wei, Yanan Chen, Junjie Hu, Xueao Hu, Yunlong Qiu and Kai Li
Polymers 2024, 16(16), 2263; https://doi.org/10.3390/polym16162263 - 9 Aug 2024
Viewed by 215
Abstract
The self-excited oscillation system, owing to its capability of harvesting environmental energy, exhibits immense potential in diverse fields, such as micromachines, biomedicine, communications, and construction, with its adaptability, efficiency, and sustainability being highly regarded. Despite the current interest in track sliders in self-vibrating [...] Read more.
The self-excited oscillation system, owing to its capability of harvesting environmental energy, exhibits immense potential in diverse fields, such as micromachines, biomedicine, communications, and construction, with its adaptability, efficiency, and sustainability being highly regarded. Despite the current interest in track sliders in self-vibrating systems, LCE fiber-propelled track sliders face significant limitations in two-dime nsional movement, especially self-rotation, necessitating the development of more flexible and mobile designs. In this paper, we design a spatial slider system which ensures the self-rotation of the slider propelled by a light-fueled LCE fiber on a rigid circular track. A nonlinear dynamic model is introduced to analyze the system’s dynamic behaviors. The numerical simulations reveal a smooth transition from the static to self-rotating states, supported by ambient illumination. Quantitative analysis shows that increased light intensity, the contraction coefficient, and the elastic coefficient enhance the self-rotating frequency, while more damping decreases it. The track radius exhibits a non-monotonic effect. The initial tangential velocity has no impact. The reliable self-rotating performance under steady light suggests potential applications in periodic motion-demanding fields, especially in the construction industry where energy dissipation and utilization are of utmost urgency. Furthermore, this spatial slider system possesses the ability to rotate and self-vibrate, and it is capable of being adapted to other non-circular curved tracks, thereby highlighting its flexibility and multi-use capabilities. Full article
(This article belongs to the Special Issue Modeling and Simulation of Polymer Composites)
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<p>The side and top views of light-fueled self-rotating system with an LCE fiber, a slotted slider, and a rigid circular track: (<b>a</b>) initial state; (<b>b</b>) current state; and (<b>c</b>) force analysis. Under stable illumination, the slotted slider propelled by the LCE fiber can undergo spontaneous and continuous periodic motion on the circular track.</p>
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<p>The two characteristic dynamic states of the system during constant exposure to light: the static state and the self-rotating state. (<b>a</b>,<b>b</b>) Time–history graph of angular displacement when <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>. (<b>c</b>) Phase trajectory plot when <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>. (<b>d</b>,<b>e</b>) Time–history graph of angular displacement when <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>0.8</mn> </mrow> </semantics></math>. (<b>f</b>) Phase trajectory plot when <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>0.8</mn> </mrow> </semantics></math>.</p>
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<p>The self-rotating mechanism of the system. (<b>a</b>) The variation in rotating angle with time. (<b>b</b>) The variation in the number fraction of <span class="html-italic">cis</span>-<span class="html-italic">isomers</span> in the LCE fiber with time. (<b>c</b>) A time–history curve of horizontal tangential tension of LCE fiber. (<b>d</b>) A time–history curve of damping force. (<b>e</b>) Rotating angle-dependent horizontal tangential tension in the LCE fiber. (<b>f</b>) The rotating angle-dependent damping force.</p>
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<p>Effect of light intensity on self-rotating frequency. (<b>a</b>) Frequency variations with light intensities. (<b>b</b>) Depictions of limit cycles at <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <mo> </mo> <mn>0.8</mn> <mo>,</mo> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>1.3</mn> </mrow> </semantics></math>.</p>
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<p>Effect of contraction coefficient on self-rotating frequency. (<b>a</b>) Frequency variations with contraction coefficient. (<b>b</b>) Depictions of limit cycles at <math display="inline"><semantics> <mrow> <mi>C</mi> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mn>0.3</mn> <mo>,</mo> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0.4</mn> </mrow> </semantics></math>.</p>
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<p>Effect of elastic coefficient on self-rotating frequency. (<b>a</b>) Frequency variations with elastic coefficient. (<b>b</b>) Depictions of limit cycles at <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>K</mi> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>0.5</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mn>1.0</mn> <mo>,</mo> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>1.5</mn> </mrow> </semantics></math>.</p>
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<p>Effect of initial tangential velocity on self-rotating frequency. (<b>a</b>) Frequency variations with initial tangential velocity. (<b>b</b>) Depictions of limit cycles at <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <msub> <mrow> <mi>v</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>1.1</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mn>1.3</mn> <mo>,</mo> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>1.5</mn> </mrow> </semantics></math>.</p>
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<p>Effect of the first damping coefficient on self-rotating frequency. (<b>a</b>) Frequency variations with the first damping coefficient. (<b>b</b>) Depictions of limit cycles at <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <msub> <mrow> <mi>β</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>0.005</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mn>0.015</mn> <mo>,</mo> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0.025</mn> </mrow> </semantics></math>.</p>
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<p>Effect of radius of circular track on self-rotating frequency. (<b>a</b>) Frequency variations with radius of circular track. (<b>b</b>) Depictions of limit cycles at <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>r</mi> </mrow> <mo>¯</mo> </mover> <mo>=</mo> <mn>1.0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mn>1.5</mn> <mo>,</mo> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>2.0</mn> </mrow> </semantics></math>.</p>
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20 pages, 1803 KiB  
Article
In Myotonic Dystrophy Type 1 Head Repositioning Errors Suggest Impaired Cervical Proprioception
by Stefano Scarano, Antonio Caronni, Elena Carraro, Carola Rita Ferrari Aggradi, Viviana Rota, Chiara Malloggi, Luigi Tesio and Valeria Ada Sansone
J. Clin. Med. 2024, 13(16), 4685; https://doi.org/10.3390/jcm13164685 - 9 Aug 2024
Viewed by 268
Abstract
Background: Myotonic dystrophy type 1 (DM1) is a rare multisystemic genetic disorder with motor hallmarks of myotonia, muscle weakness and wasting. DM1 patients have an increased risk of falling of multifactorial origin, and proprioceptive and vestibular deficits can contribute to this risk. Abnormalities [...] Read more.
Background: Myotonic dystrophy type 1 (DM1) is a rare multisystemic genetic disorder with motor hallmarks of myotonia, muscle weakness and wasting. DM1 patients have an increased risk of falling of multifactorial origin, and proprioceptive and vestibular deficits can contribute to this risk. Abnormalities of muscle spindles in DM1 have been known for years. This observational cross-sectional study was based on the hypothesis of impaired cervical proprioception caused by alterations in the neck spindles. Methods: Head position sense was measured in 16 DM1 patients and 16 age- and gender-matched controls. A head-to-target repositioning test was requested from blindfolded participants. Their head was passively rotated approximately 30° leftward or rightward and flexed or extended approximately 25°. Participants had to replicate the imposed positions. An optoelectronic system was adopted to measure the angular differences between the reproduced and the imposed positions (joint position error, JPE, °) concerning the intended (sagittal, horizontal) and unintended (including the frontal) planar projections. In DM1 patients, JPEs were correlated with clinical and balance measures. Static balance in DM1 patients was assessed through dynamic posturography. Results: The accuracy and precision of head repositioning in the intended sagittal and horizontal error components did not differ between DM1 and controls. On the contrary, DM1 patients showed unintended side-bending to the left and the right: the mean [95%CI] of frontal JPE was −1.29° [−1.99°, −0.60°] for left rotation and 0.98° [0.28°, 1.67°] for right rotation. The frontal JPE of controls did not differ significantly from 0° (left rotation: 0.17° [−0.53°, 0.87°]; right rotation: −0.22° [−0.91°, 0.48°]). Frontal JPE differed between left and right rotation trials (p < 0.001) only in DM1 patients. No correlation was found between JPEs and measures from dynamic posturography and clinical scales. Conclusions: Lateral head bending associated with head rotation may reflect a latent impairment of neck proprioception in DM1 patients. Full article
(This article belongs to the Special Issue Innovations in Neurorehabilitation)
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<p>(<b>A</b>) Least-squares means and their 95% CI for DM1 patients (black dots) and healthy controls (white dots) of the JPE<span class="html-italic">int-component</span> accuracy and (<b>B</b>) the JPE<span class="html-italic">frontal</span> accuracy in the extension (EXT), flexion (FLEX), left rotation (L) and right rotation (R) trials. Horizontal bars mark a significant difference at <span class="html-italic">p</span> &lt; 0.05 between paired comparisons.</p>
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<p>(<b>A</b>) Least-square means and 95% CI for DM1 patients (black dots) and healthy controls (white dots) of the JPE<span class="html-italic">int-component</span> precision and (<b>B</b>) the JPE<span class="html-italic">frontal</span> precision in the extension (EXT), flexion (FLEX), left rotation (L) and right rotation (R) trials. Lower panel: JPE<span class="html-italic">frontal</span> precision for DM1 patients and healthy controls averaged over directions. The horizontal bar marks a significant difference at <span class="html-italic">p</span> &lt; 0.05. Significance testing for JPE<span class="html-italic">int-component</span> and JPE<span class="html-italic">frontal</span> precision has been run on ln-transformed data to comply with the non-normality and heteroscedasticity of the residuals. However, in the plot, non-transformed data are represented for the JPE<span class="html-italic">int-component</span> and JPE<span class="html-italic">frontal</span> to allow comparisons.</p>
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18 pages, 8989 KiB  
Article
A Novel Method for Heat Haze-Induced Error Mitigation in Vision-Based Bridge Displacement Measurement
by Xintong Kong, Baoquan Wang, Dongming Feng, Chenchen Yuan, Ruoyu Gu, Weihang Ren and Kaijing Wei
Sensors 2024, 24(16), 5151; https://doi.org/10.3390/s24165151 - 9 Aug 2024
Viewed by 229
Abstract
Vision-based techniques have become widely applied in structural displacement monitoring. However, heat haze poses a great threat to the precision of vision systems by creating distortions in the images. This paper proposes a vision-based bridge displacement measurement technique with heat haze mitigation capability. [...] Read more.
Vision-based techniques have become widely applied in structural displacement monitoring. However, heat haze poses a great threat to the precision of vision systems by creating distortions in the images. This paper proposes a vision-based bridge displacement measurement technique with heat haze mitigation capability. The properties of heat haze-induced errors are illustrated. A dual-tree complex wavelet transform (DT-CWT) is used to mitigate the heat haze in images, and the speeded-up robust features (SURF) algorithm is employed to extract the displacement. The proposed method is validated through indoor experiments on a bridge model. The designed vision system achieves high measurement accuracy in a heat haze-free condition. The proposed mitigation method successfully corrects 61.05% of heat haze-induced errors in static experiments and 95.31% in dynamic experiments. Full article
(This article belongs to the Section Sensing and Imaging)
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<p>Overall flowchart of the proposed method.</p>
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<p>The heat haze mitigation process.</p>
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<p>Displacement extraction and refinement processes.</p>
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<p>Bridge model.</p>
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<p>Experiment equipment: (<b>a</b>) furnace, (<b>b</b>) camera, (<b>c</b>) marker, and LDS.</p>
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<p>Setup of the experiments.</p>
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<p>ROI in the test (enclosed in the red square).</p>
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<p>Dynamic displacements extracted by the vision system and the LDS without heat haze.</p>
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<p>Displacement errors in the static test.</p>
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<p>Dynamic displacements extracted by the vision system and the LDS with heat haze.</p>
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<p>Movements between images 1 and 2 (<b>a</b>) and between images 2 and 3 (<b>b</b>).</p>
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<p>Mitigation effect in the static experiment.</p>
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<p>Dynamic displacements extracted by the vision system and the LDS after mitigation.</p>
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<p>Images of the ROI after heat haze mitigation at different levels of DT-CWT.</p>
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<p>Influences of DT-CWT level on correction rate and processing time.</p>
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<p>Correction rates at different numbers of point pairs.</p>
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<p>Displacement curves at different numbers of point pairs.</p>
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<p>Correction rate at different removal thresholds.</p>
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19 pages, 5769 KiB  
Article
Assessment of Single-Axis Solar Tracking System Efficiency in Equatorial Regions: A Case Study of Manta, Ecuador
by Marcos A. Ponce-Jara, Ivan Pazmino, Ángelo Moreira-Espinoza, Alfonso Gunsha-Morales and Catalina Rus-Casas
Energies 2024, 17(16), 3946; https://doi.org/10.3390/en17163946 - 9 Aug 2024
Viewed by 245
Abstract
Ecuador is grappling with a severe energy crisis, marked by frequent power outages. A recent study explored solar energy efficiency in the coastal city of Manta using an IoT real-time monitoring system to compare static photovoltaic (PV) systems with two single-axis solar tracking [...] Read more.
Ecuador is grappling with a severe energy crisis, marked by frequent power outages. A recent study explored solar energy efficiency in the coastal city of Manta using an IoT real-time monitoring system to compare static photovoltaic (PV) systems with two single-axis solar tracking systems: one based on astronomical programming and the other using light-dependent resistor (LDR) sensors. Results showed that both tracking systems outperformed the static PV system, with net gains of 31.8% and 37.0%, respectively. The astronomical-programming-based system had a slight edge, operating its stepper motor intermittently for two minutes per hour, while the LDR system required continuous motor energization. The single-axis tracker using astronomical programming demonstrated notable advantages in energy efficiency and complexity, making it suitable for equatorial regions like Manta. The study also suggested potential further gains by adjusting solar positioning at shorter intervals, such as every 15 or 30 min. These findings enhance our understanding of solar tracking performance in equatorial environments, offering valuable insights for optimizing solar energy systems in regions with high solar radiation. By emphasizing customized solar tracking mechanisms, this research presents promising solutions to Ecuador’s energy crisis and advances sustainable energy practices. Full article
(This article belongs to the Special Issue Advances on Solar Energy Materials and Solar Cells)
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<p>Angles and axes—(<b>a</b>) zenith angle (z), altitude angle (αs), angle of incident (i), azimuth angle (γ), and inclination angle (β) [<a href="#B27-energies-17-03946" class="html-bibr">27</a>]; (<b>b</b>) declination angle (δ) [<a href="#B29-energies-17-03946" class="html-bibr">29</a>].</p>
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<p>Single-axis tracking systems.</p>
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<p>(<b>a</b>) Automatic weather station, single-axis tracking systems, and fixed-tilt solar system; (<b>b</b>) data acquisition and monitoring system.</p>
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<p>Schematic proposed system.</p>
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<p>Single-axis tracking system structure.</p>
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<p>Movement of the single-axis solar tracker and the oblique triangle formed by the power screw and the structure.</p>
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<p>(<b>a</b>) Representation of the operation of the LDRs; (<b>b</b>) LDRs measurement system module.</p>
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<p>Sun path diagram (Manta, Ecuador) [<a href="#B37-energies-17-03946" class="html-bibr">37</a>].</p>
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<p>Switching circuit and voltage–current measurement.</p>
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<p>Generated energy performance on a sunny day (day 17).</p>
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<p>Temperature performance on a sunny day (day 17).</p>
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<p>Generated energy performance on a partially cloudy day (day 15).</p>
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<p>Temperature performance on a partially cloudy day (day 15).</p>
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<p>Generated energy performance on a cloudy day (day 4).</p>
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<p>Temperature performance on a cloudy day (day 4).</p>
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<p>Generated energy and temperature performance of the systems.</p>
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14 pages, 4860 KiB  
Article
Structural Design and Static Stiffness Optimization of Magnetorheological Suspension for Automotive Engine
by Zhi Rao, Lingfeng Tang and Yifang Shi
Appl. Sci. 2024, 14(16), 6975; https://doi.org/10.3390/app14166975 - 8 Aug 2024
Viewed by 333
Abstract
In light of the limitation that passive suspension can only provide vibration isolation within a specific range, a magnetorheological suspension in extrusion mode was developed. The reliability of structural parameters was ensured through theoretical analysis and numerical simulation, building upon traditional hydraulic suspension. [...] Read more.
In light of the limitation that passive suspension can only provide vibration isolation within a specific range, a magnetorheological suspension in extrusion mode was developed. The reliability of structural parameters was ensured through theoretical analysis and numerical simulation, building upon traditional hydraulic suspension. A model linking static stiffness to the diameter of the upper extrusion plate, as well as the heights of the upper and lower liquid chambers, was established using Simulink as an evaluation index. The static stiffness performance of the magnetorheological suspension was then optimized using this model. Results indicate that while meeting the static stiffness requirements, the optimized Magnetorheological Suspension demonstrated a 29.22% increase in static stiffness (approximately 57.71 N/mm) compared to its previous state, validating the effectiveness of stiffness optimization for this system. Full article
(This article belongs to the Special Issue Structural Optimization Methods and Applications, 2nd Edition)
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<p>Magnetorheological fluid working mode diagram.</p>
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<p>Relationship between magnetic induction strength and shear force.</p>
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<p>Magnetorheological mount three-dimensional model diagram.</p>
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<p>Two-dimensional modeling diagram of Magnetorheological suspension; 1—rubber bottom film, 2—core base, 3—sealing ring, 4—upper shell, 5—magnetic block, 6—upper magnetic block, 7—upper extrusion plate, 8—rubber master spring, 9—Stiffener, 10—Connecting rod, 11—Sealing bolt, 12—magnetic spacer cover, 13—magnetic permeability sleeve, 14—excitation coil, 15—setting screw, 16—lower housing, 17—air vent, 18—extruded core.</p>
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<p>Structural diagram of each segment of the magnetic circuit.</p>
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<p>Structure diagram of rubber main spring.</p>
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<p>Resilience-displacement curve.</p>
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<p>Static stiffness–displacement curve.</p>
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<p>Field diagram of Magnetorheological Suspension test.</p>
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<p>Field diagram of Magnetorheological Suspension test.</p>
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<p>Prototype of Magnetorheological Suspension.</p>
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<p>MTS test equipment diagram.</p>
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27 pages, 10864 KiB  
Article
Comparative Analysis of Mixed Reality and PowerPoint in Education: Tailoring Learning Approaches to Cognitive Profiles
by Radu Emanuil Petruse, Valentin Grecu, Marius-Bogdan Chiliban and Elena-Teodora Tâlvan
Sensors 2024, 24(16), 5138; https://doi.org/10.3390/s24165138 - 8 Aug 2024
Viewed by 283
Abstract
The term immersive technology refers to various types of technologies and perspectives that are constantly changing and developing. It can be used for different purposes and domains such as education, healthcare, entertainment, arts, and engineering. This paper aims to compare the effectiveness of [...] Read more.
The term immersive technology refers to various types of technologies and perspectives that are constantly changing and developing. It can be used for different purposes and domains such as education, healthcare, entertainment, arts, and engineering. This paper aims to compare the effectiveness of immersive technologies used in education, namely mixed reality, generated with Microsoft HoloLens 2, with traditional teaching methods. The experiment involves comparing two groups of students who received different training methods: the first group saw a PowerPoint slide with an image of the human muscular system, while the second group saw a 3D hologram of the human body that showed the same muscle groups as in the PowerPoint (PPT). By integrating the Intelligence Quotient (IQ) levels of the participants as a predictive variable, the study sought to ascertain whether the incorporation of mixed reality technology could significantly influence the learning outcomes and retention capabilities of the learners. This investigation was designed to contribute to the evolving pedagogical landscape by providing empirical evidence on the potential benefits of advanced educational technologies in diverse learning environments. The main finding of this study indicates that while MR has potential, its effectiveness is closely tied to its interactivity. In cases where the content remains static and non-interactive, MR does not significantly enhance in-formation retention compared to traditional PPT methods. Additionally, the study highlights that instructional strategies should be adapted to individual cognitive profiles, as the technology type (MR or PPT) alone does not significantly impact learning outcomes when the information presented is identical. Full article
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<p>PRISMA flow diagram [<a href="#B47-sensors-24-05138" class="html-bibr">47</a>].</p>
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<p>VOSViewer network visualization map.</p>
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<p>Group 1 teaching material—holographic image of the human muscular system displayed using a HoloLens.</p>
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<p>Group 2 teaching material—PowerPoint slide of the human muscular system (source: <a href="https://depositphotos.com/stock-photos/muscle.html" target="_blank">https://depositphotos.com/stock-photos/muscle.html</a> accessed on 17 August 2023).</p>
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<p>Workflow of the experiment execution.</p>
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<p>High school profile of participants.</p>
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<p>Graphical summary of the anatomy test score.</p>
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<p>Age distribution of participants.</p>
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<p>IQ score data distribution.</p>
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<p>Distribution of data for anatomy test results.</p>
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<p>Two-Sample <span class="html-italic">t</span> test for the anatomy test results.</p>
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<p>Regression for anatomy test score vs. IQ score.</p>
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<p>Influence of type of teaching material, gender, and IQ score on anatomy test results.</p>
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<p>Regression for Raven’s Standard Progressive Matrix Test vs. anatomy test score.</p>
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<p>Multiple regression for Raven’s Standard Progressive Matrix E series vs. anatomy test score.</p>
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<p>Each factor’s effect on the anatomy test results.</p>
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15 pages, 2748 KiB  
Article
A New Variable-Stiffness Body Weight Support System Driven by Two Active Closed-Loop Controlled Drives
by Xiao Li, Jizheng Zhong, Songyang An and Yizhe Huang
Actuators 2024, 13(8), 304; https://doi.org/10.3390/act13080304 - 8 Aug 2024
Viewed by 250
Abstract
Body weight support (BWS) systems are crucial in gait rehabilitation for individuals incapacitated due to injuries or medical conditions. Traditional BWS systems typically employ either static mass–rope or dynamic mass–spring–damper configurations, which can result in inadequate support stiffness, thereby leading to compromised gait [...] Read more.
Body weight support (BWS) systems are crucial in gait rehabilitation for individuals incapacitated due to injuries or medical conditions. Traditional BWS systems typically employ either static mass–rope or dynamic mass–spring–damper configurations, which can result in inadequate support stiffness, thereby leading to compromised gait training. Additionally, these systems often lack the flexibility for easy customization of stiffness, which is vital for personalized rehabilitation treatments. A novel BWS system with online variable stiffness is introduced in this study. This system incorporates a drive mechanism governed by admittance control that dynamically adjusts the stiffness by modulating the tension of a rope wrapped around a drum. An automated control algorithm is integrated to manage a smart anti-gravity dynamic suspension system, which ensures consistent and precise weight unloading adjustments throughout rehabilitation sessions. Walking experiments were performed to evaluate the displacement and load variations within the suspension ropes, thereby validating the variable-stiffness capability of the system. The findings suggest that the online variable-stiffness BWS system can reliably alter the stiffness levels and that it exhibits robust performance, significantly enhancing the effectiveness of gait rehabilitation. The newly developed BWS system represents a significant advancement in personalized gait rehabilitation, offering real-time stiffness adjustments and ongoing weight support customization. It ensures dependable control and robust operation, marking a significant step forward in tailored therapeutic interventions for gait rehabilitation. Full article
(This article belongs to the Special Issue Actuators and Robotic Devices for Rehabilitation and Assistance)
Show Figures

Figure 1

Figure 1
<p>The online variable-stiffness BWS system.</p>
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<p>Overall framework of BWS system.</p>
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<p>Working process of admittance control algorithm of system 1 and 2.</p>
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<p>Admittance control module.</p>
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<p>BWS system test by a participant.</p>
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<p>The rope displacement of different subjects under different stiffness. (<b>a</b>) The rope displacement of 50 kg test object under different stiffness. (<b>b</b>) The rope displacement of 60 kg object under different stiffness. (<b>c</b>) The rope displacement of 70 kg test object under different stiffness. (<b>d</b>) The rope displacement of 80 kg test object under different stiffness. (<b>e</b>) The rope displacement of 100 kg test object under different stiffness. Among them, stiffnesses of 0, 100, 300, 500, and 1000 correspond to the rope displacement of red, green, black, magenta, and yellow lines. (<b>f</b>) Mean value statistics of rope displacement under different stiffness in steady state.</p>
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<p>The experimental results are given at different unloading weights with feedback from the experimenters. (<b>a</b>) Expected force and measured force of the rope end of 50 kg experimental object under 0 support stiffness. (<b>b</b>) Expected force and measured force of the rope end of 50 kg experimental object under 100 support stiffness. (<b>c</b>) Expected force and measured force of the rope end of 50 kg experimental object under 300 support stiffness. (<b>d</b>) Expected force and measured force of the rope end of 50 kg experimental object under 500 support stiffness. (<b>e</b>) Expected force and measured force of the rope end of 50 kg experimental object under 1000 support stiffness. (<b>f</b>) RMS (bar) and RMSE (black line on the bar) of measuring force, and the stars in the figure are suitable stiffness for different objects.</p>
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