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Search Results (208)

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28 pages, 587 KiB  
Article
Technological Innovation, Trade Openness, Natural Resources, and Environmental Sustainability in Egypt and Turkey: Evidence from Load Capacity Factor and Inverted Load Capacity Factor with Fourier Functions
by Zhu Yingjun, Sharmin Jahan and Md. Qamruzzaman
Sustainability 2024, 16(19), 8643; https://doi.org/10.3390/su16198643 - 6 Oct 2024
Viewed by 613
Abstract
The environmental degradation in the Middle East and North Africa (MENA) region leads to significant challenges regarding economic sustainability and the attainment of sustainable development goals (SDGs). The extensive use of fossil fuels in the region, as well as rapid urbanization and economic [...] Read more.
The environmental degradation in the Middle East and North Africa (MENA) region leads to significant challenges regarding economic sustainability and the attainment of sustainable development goals (SDGs). The extensive use of fossil fuels in the region, as well as rapid urbanization and economic growth, has led to significant carbon emissions, together with unprecedented ecological footprints compromising environmental sustainability. The study aims to elucidate the influence exerted by technological innovation, trade openness, and natural resources on environmental sustainability in Turkey and Egypt for the period 1990–2022. In assessing the empirical relations, the study employed the Fourier function incorporate estimation techniques, that is, Fourier ADF for unit root test, Fourier ARDL, and Fourier NARDL for long-run and short-run elasticities of technological innovation (TI), trade openness (TO,) and natural resources rent (NRR) on load capacity factor (LCF) and inverted LCF (ILCF); finally, the directional causality evaluate through Fourier TY causality test. The results revealed that both Turkey and Egypt have severe environmental problems due to their high carbon emissions and ecological footprints. Technological change and international trade separately negatively affect environmental sustainability; however, these negative impacts have mixed character. On the one hand, technology can improve efficiency and reduce ecological footprints by obviating the use of high-impact processes or allowing cleaner production systems. In the same vein, trade openness helps transfer green technologies more quickly, but it can also lead to unsustainable resource extraction and pollution. The findings of the paper propose that in order to move forward, Turkey and Egypt need strategic policy shifts to ensure environmental sustainability, including transitioning towards renewable energy from fossil fuels while bolstering their capacity for energy efficiency. Policymakers must balance economic development with environmental conservation to reduce the harmful effects of climate degradation and help safeguard continued economic survival in the face of increasing climatic instability. This research helps to inform policy and investment decisions about how the SDGs can be achieved and how they are relevant for sustainable development in the MENA region. Full article
(This article belongs to the Section Environmental Sustainability and Applications)
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<p>Estimation framework.</p>
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15 pages, 1542 KiB  
Article
Disaggregated Impact of Non-Renewable Energy Consumption on the Environmental Sustainability of the United States: A Novel Dynamic ARDL Approach
by Tanmoy Kumar Ghose, Md Rezanual Islam, Kentaka Aruga, Arifa Jannat and Md. Monirul Islam
Sustainability 2024, 16(19), 8434; https://doi.org/10.3390/su16198434 - 27 Sep 2024
Viewed by 1404
Abstract
While there is a vast body of literature on environmental sustainability, the disaggregated impact of major non-renewable energy (NRE) consumption on the environmental sustainability of the United States (U.S.) is understudied, particularly in terms of using a load capacity factor (LCF) perspective. In [...] Read more.
While there is a vast body of literature on environmental sustainability, the disaggregated impact of major non-renewable energy (NRE) consumption on the environmental sustainability of the United States (U.S.) is understudied, particularly in terms of using a load capacity factor (LCF) perspective. In this study, the above research gap is addressed using a dynamic autoregressive distributed lag (DYNARDL) model to analyze the heterogeneous impact of NRE consumption on the environmental sustainability of the U.S. from 1961 to 2022. Given the U.S.’s heavy reliance on energy consumption from NRE sources, this analysis provides an in-depth examination of the long-term effects of this energy consumption on the environment. Based on the analysis of the DYNARDL model, it is found that an increase of one unit of coal, natural gas, and petroleum energy consumption reduces environmental sustainability by 0.007, 0.006, and 0.008 units in the short-run and 0.006, 0.004, and 0.005 units in the long-run, respectively. However, one unit of nuclear energy consumption increases environmental sustainability by 0.007 units in the long-run. The kernel-based regularized system (KRLS) result reveals that coal and petroleum energy consumption have a significantly negative causal link with environmental sustainability, while nuclear energy consumption demonstrates a significant positive causal relationship. The research suggests the expansion of the use of nuclear energy by gradually reducing the utilization of coal and petroleum-based forms of energy, then natural gas, to improve environmental sustainability in the U.S., while considering the social and economic implications of efforts aimed at shifting away from the use of fossil fuels. Full article
(This article belongs to the Special Issue Energy Transition Amidst Climate Change and Sustainability)
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<p>(<b>a</b>) Standardized normal probability plot and (<b>b</b>) residuals vs. normal distribution quantiles.</p>
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<p>CUSUSM test plot for parameter stability.</p>
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<p>Predicted change in the LCF by a 10-unit shock in (<b>a</b>) coal, (<b>b</b>) natural gas, (<b>c</b>) petroleum, and (<b>d</b>) nuclear energy consumption. The circular dark blue dot (.) represents the predicted value of the LCF. Green, orange, and cyan spikes denote 75, 90, and 95% confidence intervals. On the x-axis, time 0 corresponds to the year 2022, and time 30 represents the year 2052, with intervals of 10 years.</p>
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31 pages, 13227 KiB  
Article
Notches and Fatigue on Aircraft-Grade Aluminium Alloys
by Valentin Zichil, Cosmin Constantin Grigoras and Vlad Andrei Ciubotariu
Materials 2024, 17(18), 4639; https://doi.org/10.3390/ma17184639 - 21 Sep 2024
Viewed by 608
Abstract
The influence of notches and fatigue on the ultimate tensile strength and elongation at break of aluminium alloys (2024-T3, 6061-T4, 6061-T4 uncoated, 6061-T6 uncoated, 7075-T0, and 7076-T6) is presented in this study. A total of 120 specimens were used. On all specimens, notches [...] Read more.
The influence of notches and fatigue on the ultimate tensile strength and elongation at break of aluminium alloys (2024-T3, 6061-T4, 6061-T4 uncoated, 6061-T6 uncoated, 7075-T0, and 7076-T6) is presented in this study. A total of 120 specimens were used. On all specimens, notches were made using a CNC machine, with 60 of them subjected to low-cycle fatigue (LCF) before undergoing the tensile test. Based on the statistical examination of the measured data, mathematical prediction models have been established. Compared to their unscratched counterparts, the results indicate a significant decrease in the UTS and elongation at break for both notched and notched-fatigued specimens. The LCF pre-treatment contributes to the negative impacts of the notches, resulting in reduced values for the UTS and elongation at break, thus concluding that surface integrity is critical for maintaining the structural strength of aircraft components. Full article
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<p>Aluminium alloy specimen dimensions in millimetres, indicating with T the specimen thickness (1.0, 1.2, 1.27, 1.6, 1.8, 2) and gripping areas.</p>
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<p>Schematic representation of the tensile test, indicating the gripping area, fixture, applied force direction (F), cross-section area (CSA), and internal stress (σ).</p>
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<p>Notch execution process of the tensile test specimens: (<b>a</b>) specimen mounted on the milling machine for scratching; (<b>b</b>) close-up view of the scratching tool with the corresponding parameters.</p>
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<p>Schematic representation of specimen geometry, notch area and dimensions: (<b>a</b>) notch orientation (0°, 45°, 90°); (<b>b</b>) notch length, as % of maximum available length, depending on the notch angle; (<b>c</b>) notch depth, as % of specimen thickness; (<b>d</b>) 0° notches, with lengths of 18.75, 35, and 75 mm; (<b>e</b>) 45° notch, with lengths of 4.419, 8.839, and 17.678 mm; (<b>f</b>) 90° notch, with lengths of 3.125, 6.25, and 12.5 mm.</p>
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<p>Transversal section view illustrating the cross-sectional dimensions of the aluminium specimens. (<b>a</b>) Standard specimen (W—specimen width and T—specimen thickness); (<b>b</b>) specimen with 0° notch (NW—notch width and ND—notch depth); (<b>c</b>) specimen with 45° notch (NW—notch width, ND—notch depth, and NW’—transversal projection of NW); (<b>d</b>) specimen with 90° notch (NL—notch length and ND—notch depth).</p>
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<p>Fatigue bending experimental setup and process parameters: (<b>a</b>) fatigue equipment with fixture system and 3D printed support; (<b>b</b>) schematic representation of the fatigue cycle process; (<b>c</b>) fatigue cycle parameters plot.</p>
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<p>Tensile test setup indicating: (<b>a</b>) start of the process and load direction with close-up on the notch and (<b>b</b>) end of the process with close-up on the crack propagation resulting in specimen breaking.</p>
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<p>Examples of crack propagation resulting in specimen breaking: (<b>a</b>) 2024-T3; (<b>b</b>) 6061-T4; (<b>c</b>) 6061-T4 uncoated; (<b>d</b>) 6061-T6 uncoated; (<b>e</b>) 7071-T0; (<b>f</b>) 7071-T6.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the UTS for aluminium alloy 2024-T3, with warmer colours representing higher UTS values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the UTS for aluminium alloy 6061-T4, with warmer colours representing higher UTS values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the UTS for aluminium alloy 6061-T4 uncoated, with warmer colours representing higher UTS values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched -fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the UTS for aluminium alloy 6061-T6 uncoated, with warmer colours representing higher UTS values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the UTS for aluminium alloy 7075-T0, with warmer colours representing higher UTS values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the UTS for aluminium alloy 7075-T6, with warmer colours representing higher UTS values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the elongation at break for aluminium alloy 2024-T3, with warmer colours representing higher elongation values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the elongation at break for aluminium alloy 6061-T4, with warmer colours representing higher elongation values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the elongation at break for aluminium alloy 6061-T4 uncoated, with warmer colours representing higher elongation values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the elongation at break for aluminium alloy 6061-T6 uncoated, with warmer colours representing higher elongation values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the elongation at break for aluminium alloy 7075-T0, with warmer colours representing higher elongation values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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<p>Contour plots indicating the effect of NDir and CSA on the elongation at break for aluminium alloy 7075-T6, with warmer colours representing higher elongation values: (<b>a</b>) data visualization for notched specimens; (<b>b</b>) data visualization for notched-fatigued specimens.</p>
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14 pages, 4132 KiB  
Article
Fatigue Life Prediction of a SAE Keyhole Specimen as a Subcase of Certification by Analysis
by Xijia Wu, Zhong Zhang and Dany Paraschivoiu
Materials 2024, 17(18), 4521; https://doi.org/10.3390/ma17184521 - 14 Sep 2024
Viewed by 414
Abstract
To advance the technology of Certification by Analysis (CbA), as called for by the aerospace industry, the fatigue problems of SAE keyhole specimens are analyzed to demonstrate a subcase of CbA. First, phenomena identification and ranking table (PIRT) analysis is performed. Second, modeling [...] Read more.
To advance the technology of Certification by Analysis (CbA), as called for by the aerospace industry, the fatigue problems of SAE keyhole specimens are analyzed to demonstrate a subcase of CbA. First, phenomena identification and ranking table (PIRT) analysis is performed. Second, modeling of the key phenomena is conducted, and finally, verification and validation with the experimental results are achieved. In particular, the elastic/elastoplastic stress distributions in the keyhole specimens are obtained using the finite element method (FEM). Plasticity correction for stress/strain at the notch root is made using the modified Neuber’s rule along with the Ramberg–Osgood equation. The low cycle fatigue (LCF) crack nucleation life is analytically predicted using the modified Tanaka–Mura model, a.k.a. the TMW model, given the material’s elastic modulus, Poisson’s ratio, Burgers vector, and surface energy, without the need for coupon fatigue data regression. The Tomkins equation is used to simulate plastic crack growth within the notch plastic zone. The above analytical life predictions are validated against the SAE keyhole specimen tests, becoming the first successful case of fatigue CbA at a sub-element level. Full article
(This article belongs to the Special Issue Fatigue Performance and Modeling of Advanced Metal Materials)
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<p>The airframe certification pyramid process and the credibility assurance framework for CbA.</p>
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<p>The keyhole specimen configuration with a thickness of 9.5 mm. All units are in millimeters.</p>
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<p>The FEM model of the keyhole specimen.</p>
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<p>The stress contour maps for the keyhole specimen under 35.6 kN. The unit of stress is MPa.</p>
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<p>The elastic/elastoplastic stress as a function of distance from the notch under 35.6 kN.</p>
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<p>Dislocations in (<b>a</b>) vacancy dipoles (forming an intrusion), (<b>b</b>) interstitial dipoles (forming an extrusion), and (<b>c</b>) tripoles (forming an intrusion–extrusion pair) at the surface.</p>
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<p>Theoretical prediction of Equation (3) in comparison with the Coffin–Manson–Basquin curve for Men-Ten steel.</p>
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<p>Theoretical prediction of Equation (3) in comparison with the Coffin–Manson–Basquin curve for RQC-100 steel.</p>
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<p>Comparison of keyhole specimen modeling and simulation (M&amp;S) results with tests for RQC-100 steel.</p>
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<p>FRANC3D-simulated crack growth steps.</p>
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<p>A generic process of modeling and simulation.</p>
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15 pages, 1963 KiB  
Article
Enhancing Maize Yield and Nutrient Utilization through Improved Soil Quality under Reduced Fertilizer Use: The Efficacy of Organic–Inorganic Compound Fertilizer
by Xiaoying Chen, Zishuang Li, Huanyu Zhao, Yan Li, Jianlin Wei, Lei Ma, Fuli Zheng and Deshui Tan
Agriculture 2024, 14(9), 1482; https://doi.org/10.3390/agriculture14091482 - 1 Sep 2024
Viewed by 1093
Abstract
Objectives: The substitution of chemical fertilizers with organic alternatives presents a viable strategy for enhancing soil quality and boosting agricultural productivity. However, the question remains whether organic–inorganic compound fertilizers (COIFs) can sustain improved soil quality and crop yields while reducing chemical fertilizer use. [...] Read more.
Objectives: The substitution of chemical fertilizers with organic alternatives presents a viable strategy for enhancing soil quality and boosting agricultural productivity. However, the question remains whether organic–inorganic compound fertilizers (COIFs) can sustain improved soil quality and crop yields while reducing chemical fertilizer use. The underlying mechanisms of COIF’s impact still warrant further exploration. Methods: In this study, a long-term fertilization trial was conducted from 2020 to 2023 at two sites with different soil textures and types in the Huang-Huai-Hai Plain, China. The experiment involved three fertilization treatments, each replicated three times: (1) LCF (conventional fertilizer treatment); (2) COIF1 (COIF applied at 90% of the recommended rate); and (3) COIF2 (COIF applied at 80% of the recommended rate). The objective was to assess the effects of COIF on summer maize growth, grain yield, nutrient uptake and utilization, and soil quality. Results: Compared to LCF, COIF1 in Yantai and Dezhou increased biomass by 6.4% and 8.1%, grain yield by 5.9% and 4.12%, PFP (N, P, and K) by 17.6% and 15.7%, and soil quality by 563.6% and 462.5%, respectively. No significant differences in biomass and grain yield were observed between COIF2 and LCF, yet COIF1 in Yantai and Dezhou enhanced PFP (N, P, and K) by 19.7% and 18.6%, and soil quality by 109.1% and 175.0%, respectively. In conclusion, COIF improved soil quality by enhancing soil organic matter (SOM), available nutrients, pH, and other soil indices. It promoted summer maize growth, increased grain yield, and improved nutrient utilization. COIF was a practical and effective measure to reduce chemical fertilizer use, enhance field soil quality, and ultimately increase maize yield and nutrient utilization. Full article
(This article belongs to the Section Crop Production)
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<p>Monthly mean temperature and rainfall during the growth period of summer maize in the 2023.</p>
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<p>Effects of different treatments on biomass and grain yield in YT and DZ. The values presented in the figures are given as mean ± SD (n = 3). Different lowercase letters indicate significant differences at <span class="html-italic">p</span> &lt; 0.05.</p>
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<p>Effects of different treatments on N, P, and K uptake and utilization in YT and DZ. Different lowercase letters indicate significant differences at <span class="html-italic">p</span> &lt; 0.05.</p>
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<p>Pearson’s coefficients for the correlations of soil properties, and the Mantel test analysis of soil properties and plant characteristics (plant growth indication and nutrient utilization) in YT (<b>a</b>) and DZ (<b>b</b>). *** <span class="html-italic">p</span> &lt; 0.001, ** <span class="html-italic">p</span> &lt; 0.01, * <span class="html-italic">p</span> &lt; 0.05.</p>
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<p>SQI and the relationship to grain yield subjected to different fertilization treatments in YT and DZ. Different lowercase letters indicate significant differences at <span class="html-italic">p</span> &lt; 0.05.</p>
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<p>Analysis via SEM elucidated the immediate and mediated impacts of soil properties on soil quality and grain yield under various fertilization treatments in YT and DZ, along with the standardized overall influences on grain yield. The full line arrows signify positive correlations, whereas the dotted line arrows indicate negative correlations. The with the thickness representing the extent of influence. *** <span class="html-italic">p</span> &lt; 0.001, ** <span class="html-italic">p</span> &lt; 0.01, * <span class="html-italic">p</span> &lt; 0.05.</p>
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14 pages, 6765 KiB  
Article
Behaviour of Dissimilar Welded Connections of Mild Carbon (S235), Stainless (1.4404), and High-Strength (S690) Steels under Monotonic and Cyclic Loading
by Anna Ene, Aurel Stratan and Ioan Both
Metals 2024, 14(9), 989; https://doi.org/10.3390/met14090989 - 29 Aug 2024
Viewed by 374
Abstract
In the context of an increasing interest in the use of high-performance steels in the construction industry due to their superior mechanical properties, understanding the behaviour and assessing the performance of dissimilar welded connections becomes essential. When several steel grades are adopted for [...] Read more.
In the context of an increasing interest in the use of high-performance steels in the construction industry due to their superior mechanical properties, understanding the behaviour and assessing the performance of dissimilar welded connections becomes essential. When several steel grades are adopted for fabrication of the same dissipative element, dissimilar welded connections have a decisive importance regarding the seismic performance of the structural member. This paper presents the experimental results of monotonic and low-cycle fatigue (LCF) tests on dissimilar welded connections. The welded connections are designed to reproduce the loading state that occurs between the web and the flanges of dissipative links in an eccentrically braced frame, and represent combinations of S235 mild carbon steel, 1.4404 austenitic stainless steel, and S690 high-strength steel. The obtained experimental results provide a better understanding of the behaviour of dissimilar welded connections through the evaluation of their strength, ductility, and failure mechanisms, providing a basis for finite element (FE) models’ calibration for further numerical simulations. This study contributes to the evaluation of the feasibility of connections between dissimilar steels in seismic-resistant steel structures. Full article
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<p>Geometric configuration of the experimental specimens (dimensions in mm).</p>
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<p>Experimental setup and a specimen subjected to test.</p>
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<p>Comparison between monotonic and cyclic response of welded connections.</p>
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<p>Envelope curves for the cyclic diagrams of each type of welded connection.</p>
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<p>Typical failure modes of the welded specimens. (<b>1</b>) Yielding followed by fracture in the BM next to the weld in a block tearing pattern. (<b>2</b>) Yielding followed by fracture in the HAZ or welded material in a block tearing pattern. (<b>3</b>) Mixed failure mode yielding of the BM, followed by a fracture in the HAZ or welded material and fracture in the BM transverse to the loading direction.</p>
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<p>FE modelling of the S235 mild carbon steel specimen made of 8 mm thick plate, subjected to monotonic loading.</p>
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<p>Engineering and true stress–strain diagrams for the investigated steels.</p>
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<p>FE model of the MM specimen and the Von Mises stress distribution field resulted from analysis.</p>
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<p>Welds modelling assumption for FE model calibration.</p>
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<p>Numerical and experimental response of the welded connections subjected to monotonic shear tests, in terms of force and shear strain.</p>
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<p>Principal logarithmic strain field distribution at ultimate strength: obtained by means of digital image correlation (DIC) technique (<b>left</b>) and resulted from FE numerical analysis (<b>right</b>).</p>
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21 pages, 30210 KiB  
Article
On the Mechanical Behavior of LP-DED C103 Thin-Wall Structures
by Brandon Colón, Mehrdad Pourjam, Gabriel Demeneghi, Kavan Hazeli, Omar Mireles and Francisco Medina
Metals 2024, 14(9), 958; https://doi.org/10.3390/met14090958 - 23 Aug 2024
Viewed by 664
Abstract
Laser Powder Directed Energy Deposition (LP-DED) can produce thin-wall features on the order of 1 mm. These features are essential for large structures operating in extreme environments such as regeneratively cooled nozzles and heat exchangers, which often make use of refractory metals. In [...] Read more.
Laser Powder Directed Energy Deposition (LP-DED) can produce thin-wall features on the order of 1 mm. These features are essential for large structures operating in extreme environments such as regeneratively cooled nozzles and heat exchangers, which often make use of refractory metals. In this work, the mechanical behavior of LP-DED C103 was investigated via quasi-static tensile testing and low cycle fatigue (LCF) testing. The effects of vacuum stress relief (SR) and hot isostatic pressing (HIP) heat treatments were investigated for specimens in the vertical and horizontal build orientations during tensile testing. The AB and SR properties were lower than literature values for wrought and laser powder bed fusion (L-PBF) bulk components but higher than electron beam powder bed fusion (EB-PBF). The application of a HIP cycle improved strength by 7% and ductility by 27% past the initial as-built condition. Fracture images reveal that interlayer stress concentration sites are responsible for fracture in specimens in the vertical orientation. Meanwhile, fracture in the horizontal specimens mainly propagates at a slanted angle typical of plane stress conditions. The LCF results show cycles to failure ranging from 100 cycles to 8000 cycles for max strain levels of 2% and 0.5%, respectively. Fractography on the fatigue specimens reveals an increasing propagation zone as max strain levels are increased. The impact of these findings and future work are discussed in detail. Full article
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<p>Graphical representation of a thin-wall structure produced with LP-DED.</p>
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<p>Printed geometry for mechanical characterization of LP-DED C103. Dimensions are shown for tensile and fatigue specimens.</p>
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<p>SR cycle at 1100 °C for 1 h. HIP cycle at 1560 °C and 103.4 MPa for 3 h.</p>
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<p>Location of surface topography measurements and inspection of the cross-sectional area.</p>
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<p>Surface topography results for the following: (<b>a</b>) Optical image of the sampled region along the gauge section. (<b>b</b>) The 3D height map from the collected optical data.</p>
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<p>Cross-sectional area from optical image.</p>
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<p>UTS calculated based on the different surface roughness parameters used to adjust the calculated cross-sectional area.</p>
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<p>Stress–strain curves for each heat treatment–build direction combination. Application of a SR cycle reduces overall properties. Application of a HIP cycle increases all properties above the initial AB condition.</p>
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<p>Front view of fractured surfaces. Arrows indicate the build direction (BD) and deposition direction (DD). The heat treatment–build orientation combinations are as follows: (<b>a</b>) AB-Vertical. (<b>b</b>) SR-Vertical. (<b>c</b>) HIP-Vertical. (<b>d</b>) AB-Horizontal. (<b>e</b>) SR-Horizontal. (<b>f</b>) HIP-Horizontal.</p>
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<p>Fracture surfaces for SR specimens in the vertical orientation (<b>a</b>–<b>d</b>) and the horizontal direction (<b>e</b>–<b>h</b>). (<b>a</b>) Overview of specimen in the vertical orientation. (<b>b</b>) Ductile dimples oriented axially along the loading direction. (<b>c</b>) Highly elongated dimples aimed towards the center of the specimen. (<b>d</b>) Material separated in opposite directions. (<b>e</b>) Overview of specimen in the horizontal direction. (<b>f</b>) Cracks propagating across step-like features. (<b>g</b>) Walls of step-like features showing matching lines, suggesting the material is torn apart. (<b>h</b>) Presence of elongated dimples indicative of shear.</p>
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<p>Cycles to failure for max strain levels of 0.5%, 1%, and 2%.</p>
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<p>Max stress per cycle for max strain levels at 0.5%, 1%, and 2%.</p>
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<p>Hysteresis loops for tested specimens at each max strain level. (<b>a</b>) Specimen at 0.5% max strain level strain hardens sufficiently to behave elastically. (<b>b</b>) Specimen at 1% max strain level shows stable hysteresis loops after 100 cycles. (<b>c</b>) Specimen at 2% max strain shows consistent change in hysteresis loops indicative of strain softening.</p>
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<p>SEM images of fatigue specimens along the gauge length near the fracture surface. Dotted red lines highlight secondary crack formation. (<b>a</b>,<b>b</b>) Specimen at 0.5% max strain level shows secondary initiation cracks in the interlayers below the fracture surface. (<b>c</b>,<b>d</b>) Secondary cracks in the specimen at 1% max strain level begin to propagate across the sample. (<b>e</b>,<b>f</b>) Secondary cracks in the specimen at 2% max strain level have propagated along the majority of the gauge width.</p>
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<p>Fracture surfaces of the fatigue specimens. (<b>a</b>) 0.5% max strain specimen failed at 8307 cycles. Crack propagation region is ≈25% of the entire surface area. (<b>b</b>) Specimen tested at 1% max strain failed at 630 cycles. Crack propagation region increased up to ≈66% of the fracture surface area. Dotted yellow line shows a ratchet mark indicative of two separate cracks across the deposited layers. (<b>c</b>) The 2% max strain specimen failed at 104 cycles. The crack propagation region occupies most of the visible fracture surface.</p>
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<p>Fracture surfaces of the fatigue specimens. (<b>a</b>) 0.5% max strain specimen failed at 8307 cycles. Crack propagation region is ≈25% of the entire surface area. (<b>b</b>) Specimen tested at 1% max strain failed at 630 cycles. Crack propagation region increased up to ≈66% of the fracture surface area. Dotted yellow line shows a ratchet mark indicative of two separate cracks across the deposited layers. (<b>c</b>) The 2% max strain specimen failed at 104 cycles. The crack propagation region occupies most of the visible fracture surface.</p>
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16 pages, 29180 KiB  
Article
The Effect of Long-Term Aging on the Microstructure and Properties of a Novel Nickel-Based Powder Superalloy FGH4113A
by Jiangying Xiong, Chao Yin, Chong Wang, Ganjiang Feng and Jianzheng Guo
Materials 2024, 17(17), 4175; https://doi.org/10.3390/ma17174175 - 23 Aug 2024
Viewed by 450
Abstract
This study investigates the microstructural evolution and its effect on the fatigue performance of a novel nickel-based powder superalloy FGH4113A (WZ-A3) after long-term aging at 760 °C and 815 °C. The results show that long-term aging both at 760 °C and 815 °C [...] Read more.
This study investigates the microstructural evolution and its effect on the fatigue performance of a novel nickel-based powder superalloy FGH4113A (WZ-A3) after long-term aging at 760 °C and 815 °C. The results show that long-term aging both at 760 °C and 815 °C has no significant effect on the grain size and morphology of the alloy. After aging at 760 °C for up to 2020 h, the size of the γ′ phase remains unchanged, and its morphology transitions from nearly square to nearly spherical. During long-term aging at 815 °C for 440 h, γ′ phase coarsening and spheroidizing occur simultaneously. With prolonged aging time, the size and spheroidization degree of the γ′ phase further increase. During long-term aging up to 440 h at 760 °C, the dispersed granular MC and M6C carbides dissolve and re-precipitate. By 2020 h of aging, flocculent carbides precipitate and non-continuous M6C and M23C6 accumulate at grain boundaries. After long-term aging at 815 °C for 440 h, flocculent carbides begin to precipitate within the grains. By 2020 h of aging, a large amount of flocculent carbides precipitate with significant coarsening and enrichment of the grain boundary carbides. Due to the insignificant coarsening of the γ′ phase as well as the enrichment and precipitation of the grain boundary carbides, the fatigue performance of the alloy decreases slightly after long-term aging. Full article
(This article belongs to the Section Metals and Alloys)
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<p>IPF maps images of FGH4113A after standard heat treatment and long-term aging, SHT (<b>a</b>); 760 °C/440 h (<b>b</b>); 760 °C/2020 h (<b>c</b>); 815 °C/440 h (<b>d</b>); 815 °C/2020 h (<b>e</b>).</p>
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<p>γ′ of FGH4113A after SHT (<b>a</b>); 760 °C/440 h (<b>b</b>); 760 °C/2020 h (<b>c</b>); 815 °C/440 h (<b>d</b>); 815 °C/2020 h (<b>e</b>); size and sphericity statistics chart (<b>f</b>).</p>
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<p>Carbide of FGH4113A3 after SHT (<b>a</b>); 760 °C/440 h (<b>b</b>); 760 °C/2020 h (<b>c</b>); 815 °C/440 h (<b>d</b>); 815 °C/2020 h (<b>e</b>); carbide distribution maps (<b>f</b>).</p>
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<p>EDS maps for granular carbide of FGH4113A after SHT (<b>a</b>); 760 °C/2020 h (<b>b</b>); 815 °C/440 h (<b>c</b>); SEM micrograph and EDS line scan of flocculent carbide after 760 °C/2020 h (<b>d</b>). Different categories of carbides are highlighted with yellow boxes, and their respective compositions are enumerated in <a href="#materials-17-04175-t001" class="html-table">Table 1</a>.</p>
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<p>EDS maps for grain boundary carbide of FGH4113A after 760 °C/2020 h (<b>a</b>); 815 °C/2020 h (<b>b</b>).</p>
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<p>Low-cycle fatigue life of FGH4113A at 760 °C.</p>
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<p>Low-cycle fatigue fracture morphology of FGH4113A (<b>a</b>,<b>d</b>,<b>g</b>) SHT; (<b>b</b>,<b>e</b>,<b>h</b>) 760 °C/440 h; (<b>c</b>,<b>f</b>,<b>i</b>) 815 °C/2020 h.</p>
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<p>Schematic diagram for γ′ evolution at different aging conditions.</p>
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<p>Schematic diagram for carbide evolution at different aging conditions.</p>
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<p>Carbide precipitation diagram calculated by JMatPro.</p>
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<p>Longitudinal sectional morphology of the fatigue fracture in different states: SHT (<b>a</b>); 760 °C/440 h (<b>b</b>); 815 °C/440 h (<b>c</b>); 815 °C/2020 h (<b>d</b>–<b>f</b>). The locations of grain boundary carbides in the Figure (<b>d</b>–<b>f</b>) are indicated by a red cross, along with their respective categories.</p>
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21 pages, 7494 KiB  
Article
Experimental Study on the Dynamic Response of Different Grades of Corroded Steel Reinforcement
by Maria Basdeki, Konstantinos Koulouris and Charis Apostolopoulos
Buildings 2024, 14(9), 2598; https://doi.org/10.3390/buildings14092598 - 23 Aug 2024
Viewed by 380
Abstract
The mechanical behavior of corroded steel reinforcement under dynamic loadings is crucial for the entire structural response of reinforced concrete elements located in seismic regions. Taking into account the need to assess the structural integrity of existing building stock and the fact that [...] Read more.
The mechanical behavior of corroded steel reinforcement under dynamic loadings is crucial for the entire structural response of reinforced concrete elements located in seismic regions. Taking into account the need to assess the structural integrity of existing building stock and the fact that the majority of the existing RC structures in Greece are constructed with the use of steel grades of S400 (equivalent to BSt 420s) and Tempcore B500c, the present study examines the dynamic behavior of rebars of different grades under low cycle fatigue (LCF) at a constant strain amplitude of ±2.5% and compares their performance through a quality material index. In the margin of the current research, the study also included two different grades of hybrid rebars, Tempcore B450 and dual-phase F (DPF). The outcomes demonstrated that single-phase S400 steel underwent mild degradation in its ductility, whereas its bearing capacity was significantly decreased due to corrosion. In contrast, B500c illustrated its superiority in terms of strength, yet recorded extremely limited service life, even in uncorroded conditions, raising questions about its reliability and the structural integrity of existing building stock. However, in corroded conditions, even if B500c corroded rebars showed higher mass loss values than the other examined grades, the degradation of their mechanical behavior due to corrosion was found to be minimal. Furthermore, dual-phase DPF rebars, with their homogeneous microstructure, appeared particularly promising with respect to Tempcore B450 if one considers the span of its service life compared to the extent of corrosion damage. Full article
(This article belongs to the Special Issue Capacity Assessment of Corroded Reinforced Concrete Structures)
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<p>Discrete phases of S400 (BSt420s) rebars wherein light color indicates ferrite and dark color indicates perlite.</p>
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<p>Typical view of cross-section of Tempcore rebars (B500c and B450c) with discrete phases of martensite, bainite, and ferrite–pearlite.</p>
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<p>Section of hybrid dual-phase F (DPF) steel (<b>a</b>) with a homogeneous mixed microstructure in which hard martensite grains are embedded in a ductile ferrite matrix (<b>b</b>).</p>
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<p>Schematic representation of the salt spray chamber (<b>left</b>) [<a href="#B27-buildings-14-02598" class="html-bibr">27</a>] and experimental setup in the laboratory (<b>right</b>).</p>
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<p>Schematic representation of the electro-corrosion setup (<b>left</b>) and the experimental setup in the laboratory (<b>right</b>).</p>
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<p>Specimens before corrosion exposure (<b>left</b>) and upon completion of corrosion tests (<b>right</b>).</p>
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<p>Set up of LCF tests (<b>left</b>) and strain waveforms received as input (<b>right</b>).</p>
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<p>Percentage mass loss of all tested grades of steel reinforcement.</p>
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<p>Depiction of maximum stress, σ<sub>max,ref</sub>, of the non-corroded steel bar for all types of steel reinforcement.</p>
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<p>Depiction of the maximum stress σ<sub>max,ref</sub> of the non-corroded steel bars (reference) and the maximum stress σ<sub>max,cor</sub> of the corroded steel bar for each level of corrosion expressed in mass loss for steel class S400.</p>
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<p>Depiction of the maximum stress σ<sub>max,ref</sub> of the non-corroded steel bars (reference) and the maximum stress σ<sub>max,cor</sub> of the corroded steel bars for each level of corrosion expressed in mass loss for steel class B500c.</p>
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<p>Depiction of the maximum stress σ<sub>max,ref</sub> of the non-corroded steel bars (reference) and the maximum stress σ<sub>max,cor</sub> of the corroded steel bars for each level of corrosion expressed in mass loss for steel class DPF.</p>
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<p>Depiction of the maximum stress σ<sub>max,ref</sub> of the non-corroded steel bars (reference) and the maximum stress σ<sub>max,cor</sub> of the corroded steel bars for each level of corrosion expressed in mass loss for steel class B450.</p>
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<p>Comparison of the mean values of the maximum stress σ<sub>max,ref</sub> of the non-corroded steel bars (reference) and the maximum stress σ<sub>max,cor</sub> of the corroded steel bars for each level of corrosion expressed in mass loss for all tested grades of steel reinforcement.</p>
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<p>Modified fatigue index Q<sub>F</sub> values of all tested steel grades for a strain amplitude of ±2.5%.</p>
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16 pages, 5082 KiB  
Article
An Image Processing-Based Correlation Method for Improving the Characteristics of Brillouin Frequency Shift Extraction in Distributed Fiber Optic Sensors
by Yuri Konstantinov, Anton Krivosheev and Fedor Barkov
Algorithms 2024, 17(8), 365; https://doi.org/10.3390/a17080365 - 20 Aug 2024
Viewed by 753
Abstract
This paper demonstrates how the processing of Brillouin gain spectra (BGS) by two-dimensional correlation methods improves the accuracy of Brillouin frequency shift (BFS) extraction in distributed fiber optic sensor systems based on the BOTDA/BOTDR (Brillouin optical time domain analysis/reflectometry) principles. First, the spectra [...] Read more.
This paper demonstrates how the processing of Brillouin gain spectra (BGS) by two-dimensional correlation methods improves the accuracy of Brillouin frequency shift (BFS) extraction in distributed fiber optic sensor systems based on the BOTDA/BOTDR (Brillouin optical time domain analysis/reflectometry) principles. First, the spectra corresponding to different spatial coordinates of the fiber sensor are resampled. Subsequently, the resampled spectra are aligned by the position of the maximum by shifting in frequency relative to each other. The spectra aligned by the position of the maximum are then averaged, which effectively increases the signal-to-noise ratio (SNR). Finally, the Lorentzian curve fitting (LCF) method is applied to the spectrum with improved characteristics, including a reduced scanning step and an increased SNR. Simulations and experiments have demonstrated that the method is particularly efficacious when the signal-to-noise ratio does not exceed 8 dB and the frequency scanning step is coarser than 4 MHz. This is particularly relevant when designing high-speed sensors, as well as when using non-standard laser sources, such as a self-scanning frequency laser, for distributed fiber-optic sensing. Full article
(This article belongs to the Section Algorithms for Multidisciplinary Applications)
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<p>An example of the BOTDA/BOTDR type systems applications in monitoring the condition of a civil aircraft [<a href="#B26-algorithms-17-00365" class="html-bibr">26</a>,<a href="#B27-algorithms-17-00365" class="html-bibr">27</a>,<a href="#B28-algorithms-17-00365" class="html-bibr">28</a>].</p>
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<p>The principle of the proposed method.</p>
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<p>Algorithm for checking the efficiency of the method.</p>
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<p>Dependences of the BFS extraction accuracy on the number of averaged spectra for spectra with SNR = 2 dB. Individual curves correspond to different scanning steps (16, 8, 4, 2, 1, and 0.5 MHz from top to bottom). Green arrow shows gain in BFS extraction accuracy. Inset: BFS extraction accuracy gain as a function of frequency step.</p>
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<p>Dependence of the BFS extraction accuracy on the number of averaged spectra for spectra with SNR=11 dBm. Red arrow shows loss in BFS extraction accuracy. Inset: BFS extraction accuracy gain as a function of the scan step.</p>
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<p>Dependence of the gain/loss in the accuracy of determining the BFS of the presented algorithm over LCF when processing the simulated spectra.</p>
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<p>Dependence of the BFS extraction precision on the number of averaged spectra for spectra with SNR = 2 dBm. Green arrow shows gain in BFS extraction accuracy. Inset: BFS extraction precision gain as a function of the scan step.</p>
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<p><b>An</b> experimental setup for obtaining BGS includes the following components: FUT (fiber under test), DAQ (digital acquisition), and NBL (narrow bandwidth laser).</p>
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<p>Dependence of the BFS extraction accuracy on the number of averaged spectra for experimental data with low SNR. Green arrow shows gain in BFS extraction accuracy. Inset: dependence of the gain in BFS extraction accuracy on the scanning step.</p>
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<p>Dependence of the BFS extraction precision on the number of averaged spectra for experimental data with low SNR. Green arrow shows gain in BFS extraction accuracy. Inset: dependence of the gain in precision on the scanning step.</p>
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<p>Dependence of the BFS extraction accuracy on the number of averaged spectra for experimental data with high SNR. Green arrow shows gain in BFS extraction accuracy. Inset: dependence of the gain in BFS extraction accuracy on the scanning step.</p>
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<p>Dependence of the BFS extraction precision number of averaged spectra for experimental data with high SNR. Green arrow shows gain in BFS extraction accuracy. Inset: dependence of the gain in BFS extraction precision on the scanning step.</p>
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<p>Dependence of the gain/loss in the accuracy of determining the BFS of the presented algorithm over LCF when processing the spectra obtained in the experiment.</p>
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<p>Illustration of the influence of the algorithm used on the spectrum shape: (<b>a</b>)—original spectrum; (<b>b</b>)—additional spectrum; and (<b>c</b>)—the result of averaging two spectra, the inset shows a close-up of the kink.</p>
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18 pages, 291 KiB  
Article
Do Digital Adaptation, Energy Transition, Export Diversification, and Income Inequality Accelerate towards Load Capacity Factors across the Globe?
by Masahina Sarabdeen, Manal Elhaj and Hind Alofaysan
Energies 2024, 17(16), 3981; https://doi.org/10.3390/en17163981 - 11 Aug 2024
Viewed by 934
Abstract
To limit global warming to 1.5 °C, it is imperative to accelerate the global energy transition. This transition is crucial for solving the climate issue and building a more sustainable future. Therefore, within the loaded capacity curve (LCC) theory framework, this study investigates [...] Read more.
To limit global warming to 1.5 °C, it is imperative to accelerate the global energy transition. This transition is crucial for solving the climate issue and building a more sustainable future. Therefore, within the loaded capacity curve (LCC) theory framework, this study investigates the effects of digital adaptation, energy transition, export diversification, and income inequality on the load capacity factor (LCF). This study also attempts to investigate the integration effects of digital adaptation and energy transition, and digital adaptation and export diversification, on LCF. Furthermore, we explored how income inequality influences the LCF in economies. For this study, 112 countries were selected based on the data availability. Panel data from 2010 to 2021 were analyzed using the STATA software 13 application utilizing a two-step system generalized method of moments (GMM) approach. First, interestingly, our finding shows that digital adaptation and income significantly affect the LCF. An increase in income increases the LCF among the middle-income group of countries. Therefore, LCC is confirmed in this research. Surprisingly, energy transition, export diversification, and foreign direct investment negatively impact the LCF in the base model. Second, the impact of integrating digital adaptation and energy transition has a positive effect on LCF. Third, a negative correlation was observed between the interaction of export diversification and digital adaptation with the LCF. Fourth, a positive correlation was observed between the interaction of renewable energy and digital adaptation with the LCF. Finally, this study explores the impact of the energy transition, export diversification, and income inequality on the LCF with reference to the Organization of Petroleum Exporting Countries (OPEC). The result shows a negative effect between export diversification and LCF among OPECs at a 10% significance level. To improve the quality of our planet, policymakers must understand the forces causing climate change. By adopting a comprehensive perspective, the study aims to understand how these interrelated factors collaboratively influence the LCF thoroughly. Additionally, this research seeks to provide valuable insights related to energy transition, digital adaptation, and export diversification to policymakers, researchers, and stakeholders regarding possible avenues for cultivating a more joyful and sustainable global community. Full article
(This article belongs to the Special Issue New Trends in Energy, Climate and Environmental Research)
13 pages, 6375 KiB  
Article
Experimental Research on the Low-Cycle Fatigue Crack Growth Rate for a Stiffened Plate of EH36 Steel for Use in Ship Structures
by Qin Dong, Geng Xu and Wei Chen
J. Mar. Sci. Eng. 2024, 12(8), 1365; https://doi.org/10.3390/jmse12081365 - 11 Aug 2024
Viewed by 699
Abstract
This paper presents a straightforward approach for determining the low-cycle fatigue (LCF) crack propagation rate in stiffened plate structures containing cracks. The method relies on both the crack tip opening displacement (CTOD) and the accumulative plastic strain, offering valuable insights for ship structure [...] Read more.
This paper presents a straightforward approach for determining the low-cycle fatigue (LCF) crack propagation rate in stiffened plate structures containing cracks. The method relies on both the crack tip opening displacement (CTOD) and the accumulative plastic strain, offering valuable insights for ship structure design and assessing LCF strength. Meanwhile, the LCF crack growth tests for the EH36 steel were conducted on stiffened plates with single-side cracks and central cracks under different loading conditions. The effects of stress amplitude, stress ratio, and stiffener position on the crack growth behavior were examined. Fitting and verifying analyses of the test data were employed to investigate the relationship between CTOD and the crack growth rate of EH36 steel under LCF conditions. The results showed that the proposed CTOD-based prediction method can accurately characterize the LCF crack growth behavior for stiffened plate of EH36 steel for use in ship structures. Full article
(This article belongs to the Special Issue Safety and Reliability of Ship and Ocean Engineering Structures)
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<p>The geometry and dimensions of stiffened plate with central crack.</p>
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<p>The geometry and dimensions of stiffened plate with single-edge crack.</p>
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<p>The low-cycle fatigue crack growth tests of stiffened plates.</p>
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<p>Measuring crack length and CTOD using DIC.</p>
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<p>The effective plastic strain distribution of stiffened plate.</p>
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<p>The curve of Δa-N for stiffened plates with single-edge crack.</p>
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<p>The curve of crack length for stiffened plates with single-edge crack.</p>
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<p>The curve of CTOD for stiffened plates with single-edge crack.</p>
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<p>The curve of crack growth rate for stiffened plates with single-edge crack.</p>
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<p>The curve of Δa-N for stiffened plates with central crack.</p>
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<p>The curve of CTOD for stiffened plates with central crack.</p>
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<p>The curve of Δa-N for plate and stiffener of stiffened plates with central crack.</p>
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<p>The curve of crack growth rate for stiffened plates with central crack.</p>
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16 pages, 3294 KiB  
Article
Lecanicillium psalliotae (Hypocreales: Cordycipitaceae) Exerts Ovicidal and Larvicidal Effects against the Sheep Blood-Feeding Nematode Haemonchus contortus through Its Liquid Culture Filtrates
by Gustavo Pérez-Anzúrez, Pedro Mendoza-de Gives, Miguel Ángel Alonso-Díaz, Elke von Son-de Fernex, Adolfo Paz-Silva, María Eugenia López-Arellano and Agustín Olmedo-Juárez
Pathogens 2024, 13(7), 588; https://doi.org/10.3390/pathogens13070588 - 16 Jul 2024
Viewed by 867
Abstract
Nematophagous fungi (NF) form part of the soil microbiota and are natural enemies of nematodes, helping to regulate nematode populations. A verticillate NF isolated from soil from Tepalcingo, Mexico, was morphologically and molecularly characterised. This fungus was cultured in two different liquid media—Czapek-Dox [...] Read more.
Nematophagous fungi (NF) form part of the soil microbiota and are natural enemies of nematodes, helping to regulate nematode populations. A verticillate NF isolated from soil from Tepalcingo, Mexico, was morphologically and molecularly characterised. This fungus was cultured in two different liquid media—Czapek-Dox broth (CzDoxB) and sweet potato dextrose broth (SPDB)—for 21 days. The ovicidal (OA) and larvicidal (LA) activities of fungal liquid culture filtrates (LCFs) were assessed in 96-well microtitre plates at different concentrations against Haemonchus contortus after 48 h. The morphological and molecular identification revealed the presence of Lecanicillium psalliotae. Additionally, the groups of compounds associated with nematocidal activity were determined from a qualitative chemical profile (QCP) using different reagents. The highest OA of the LCFs was obtained at 25 mg/mL from SPDB and CzDoxB and amounted to 97.2 and 99.06%, respectively. Meanwhile, the highest LA recorded with these LCFs at 100 mg/mL was 54.27% and 96.8%, respectively. The QCP revealed the presence of alkaloids and tannins in both LCFs that have previously been associated with nematocidal activity. Lecanicillium psalliotae exerted an important effect on H. contortus and could be of significance in future studies focused on the control and prevention of haemonchosis in small ruminants. Full article
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<p>Aspect of the <span class="html-italic">Lecanicillium psalliotae</span> INIFAP-STp-01 strain growing in potato dextrose agar plates; (<b>A</b>) front and (<b>B</b>) reverse, and (<b>C</b>) the fungus growing in water agar (front view); (<b>D</b>–<b>F</b>) the fungus growing in a flask containing sweet potato dextrose broth at 2, 3, and 15 days.</p>
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<p>Microphotographs from <span class="html-italic">Lecanicillium psalliotae</span> showing: (<b>A</b>) Aerial prostrate hyphae, with several phialides forming whorls; (<b>B</b>,<b>C</b>) a whorl with three and five lanceolate phialides, crowned for a cluster of macro- and microconidia; (<b>D</b>) coloured hyphae with verticillated conidiophores with phialides (cotton blue staining was used); (<b>E</b>) macroconidia falcate with pointed ends, slightly curved, and microconidia, oval to ellipsoidal, with rounded ends.</p>
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<p>Phylogenetic analysis from the <span class="html-italic">Lecanicillium psalliotae</span> INIFAP-STp-01 strain (in red) and related species using 31 linked sequences from the ITS and TEF1-α regions. Support values &gt;50% and &gt;0.9 for Maximum Likelihood and Bayesian Inference, respectively, are shown in nodes (in blue).</p>
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<p>Microphotographs showing <span class="html-italic">Haemonchus contortus</span> eggs with null embryo development after 48 h of being exposed to <span class="html-italic">Lecanicillum psalliotae</span> liquid culture filtrates cultured in sweet potato dextrose broth (<b>B</b>,<b>C</b>) and in Czapek Dox Broth (<b>E</b>,<b>F</b>), eggs at the beginning of the experiment (<b>A</b>,<b>D</b>), and larvae hatched from control groups (<b>G</b>–<b>I</b>). Bar scale of 50 µm is for eggs, and that of 25 µm is for larvae.</p>
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<p>Larvae observed after confrontation with liquid culture filtrates from <span class="html-italic">Lecanicillium psalliotae</span> cultured in sweet potato dextrose broth (<b>A</b>) and in Czapek Dox broth (<b>B</b>), and larvae obtained from the control groups (without fungus culture) (<b>C</b>,<b>D</b>).</p>
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11 pages, 2457 KiB  
Article
Modeling of LCF Behaviour on AISI316L Steel Applying the Armstrong–Frederick Kinematic Hardening Model
by Sushant Bhalchandra Pate, Gintautas Dundulis and Paulius Griskevicius
Materials 2024, 17(14), 3395; https://doi.org/10.3390/ma17143395 - 9 Jul 2024
Viewed by 609
Abstract
The combination of kinematic and isotropic hardening models makes it possible to model the behaviour of cyclic elastic-plastic steel material, though the estimation of the hardening parameters and catching the influence of those parameters on the material response is a challenging task. In [...] Read more.
The combination of kinematic and isotropic hardening models makes it possible to model the behaviour of cyclic elastic-plastic steel material, though the estimation of the hardening parameters and catching the influence of those parameters on the material response is a challenging task. In the current work, an approach for the numerical simulation of the low-cycle fatigue of AISI316L steel is presented using a finite element method to study the fatigue behaviour of the steel at different strain amplitudes and operating temperatures. Fully reversed uniaxial LCF tests are performed at different strain amplitudes and operating temperatures. Based on the LCF test experimental results, the non-linear isotropic and kinematic hardening parameters are estimated for numerical simulation. On comparing, the numerical simulation results were in very good agreement with those of the experimental ones. This presented method for the numerical simulation of the low-cycle fatigue on AISI316 stainless steel can be used for the approximate prediction of the fatigue life of the components under different cyclic loading amplitudes. Full article
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<p>A drawing of the LCF experimental test specimen.</p>
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<p>The meshed finite element model with the applied boundary conditions.</p>
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<p>The relative displacement for specimen loading (<b>a</b>) for 0.18% strain at RT, and (<b>b</b>) for 0.6% strain at 300 °C.</p>
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<p>The isotropic hardening curve used in LS-Dyna for the (<b>a</b>) 0.18% strain model, and the (<b>b</b>) 0.6% strain model.</p>
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<p>The experimental results of the 0.18% strain amplitude, T = 20 °C, stress versus number of cycles curve.</p>
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<p>The experimental results of the 0.6% strain amplitude, T = 300 °C, stress versus number of cycles curve.</p>
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<p>A comparison of the stress-versus-strain hysteresis for the 1st and 2000th cycles of the 0.18% strain model.</p>
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<p>A comparison of the stress-versus-strain hysteresis for the 1st and 500th cycles of the 0.6% strain model.</p>
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<p>A comparison between the experimental and simulation stress-versus-number-of-cycle results of (<b>a</b>) 0.18% strain and (<b>b</b>) 0.6% strain.</p>
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<p>A comparison between experimental and simulation stress-versus-number-of-cycle results for the initial 200 cycles.</p>
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31 pages, 23478 KiB  
Article
Landslide Susceptibility Assessment by Machine Learning and Frequency Ratio Methods Using XRAIN Radar-Acquired Rainfall Data
by José Maria dos Santos Rodrigues Neto and Netra Prakash Bhandary
Geosciences 2024, 14(6), 171; https://doi.org/10.3390/geosciences14060171 - 18 Jun 2024
Viewed by 1797
Abstract
This study is an efficiency comparison between four methods for the production of landslide susceptibility maps (LSMs), which include random forest (RF), artificial neural network (ANN), and logistic regression (LR) as the machine learning (ML) techniques and frequency ratio (FR) as a statistical [...] Read more.
This study is an efficiency comparison between four methods for the production of landslide susceptibility maps (LSMs), which include random forest (RF), artificial neural network (ANN), and logistic regression (LR) as the machine learning (ML) techniques and frequency ratio (FR) as a statistical method. The study area is located in the Southern Hiroshima Prefecture in western Japan, a locality known to suffer from rainfall-induced landslide disasters, the most recent one in July 2018. The landslide conditioning factors (LCFs) considered in this study are lithology, land use, altitude, slope angle, slope aspect, distance to drainage, distance to lineament, soil class, and mean annual precipitation. The rainfall LCF data comprise XRAIN (eXtended RAdar Information Network) radar records, which are novel in the task of LSM production. The accuracy of the produced LSMs was calculated with the area under the receiver operating characteristic curve (AUROC), and an automatic hyperparameter tuning and result comparison system based on AUROC scores was utilized. The calculated AUROC scores of the resulting LSMs were 0.952 for the RF method, 0.9247 for the ANN method, 0.9016 for the LR method, and 0.8424 for the FR. It is also noteworthy that the ML methods are substantially swifter and more practical than the FR method and allow for multiple and automatic experimentations with different hyperparameter settings, providing fine and accurate outcomes with the given data. The results evidence that ML techniques are more efficient when dealing with hazard assessment problems such as the one exemplified in this study. Although the conclusion that the RF method is the most accurate for LSM production as found by other authors in the literature, ML method efficiency may vary depending on the specific study area, and thus the use of an automatic multi-method LSM production system with hyperparameter tuning such as the one utilized in this study is advised. It was also found that XRAIN radar-acquired mean annual precipitation data are effective when used as an LCF in LSM production. Full article
(This article belongs to the Special Issue Landslide Monitoring and Mapping II)
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Figure 1

Figure 1
<p>Localization map of the study area, in Kure City, Southern Hiroshima, along with landslide points referent to the July 2018 disasters [<a href="#B31-geosciences-14-00171" class="html-bibr">31</a>].</p>
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<p>LCFs used in the LSM production: (<b>a</b>) lithology, (<b>b</b>) land use, (<b>c</b>) altitude, (<b>d</b>) slope angle, (<b>e</b>) slope aspect, (<b>f</b>) distance to drainage, (<b>g</b>) distance to lineament, (<b>h</b>) soil class, (<b>i</b>) mean annual precipitation. White areas comprise slopes lower than 20° or higher than 50°, which were left out of the analysis for being considered not prone to landslides.</p>
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<p>Explanatory illustration of the RF ML method. Each decision tree is composed of decision nodes that process the dynamics between LCFs and landslide occurrence until a decision leaf is reached. Green nodes represent the branching options followed in the specified tree, while yellow nodes represent alternative branching options not followed by the specified tree. “Class A” represents a non-landslide leaf (i.e., result) in the specific tree, while “Class B” represents a landslide leaf (i.e., result). The LSI is then calculated by voting all the trees in the “forest”.</p>
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<p>Explanatory illustration of the ANN ML method. The decision nodes (neurons) found in the hidden layers process the weights and transfer functions of the previous layers, until an output layer assessing a result is reached.</p>
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<p>Sigmoid function curve, referent to the LR ML method. A sigmoid curve is determined based on the occurrence (1) or non-occurrence (o) of landslides, allowing for assessing the probability of landslide occurrence in new points.</p>
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<p>Graphs of FR values calculated for LCFs: (<b>a</b>) lithology, (<b>b</b>) land use, (<b>c</b>) altitude, (<b>d</b>) slope angle, (<b>e</b>) slope aspect, (<b>f</b>) distance to drainage, (<b>g</b>) distance to lineament, (<b>h</b>) soil class, and (<b>i</b>) XRAIN mean annual precipitation. Classes with no landslide occurrence (and thus with an FR value of 0) are omitted.</p>
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<p>LSM (LSM) produced with the FR (FR) statistical method, along with landslide points from the July 2018 disasters.</p>
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<p>AUROC analysis graph of the LSM for the Kure study area produced with the FR method, resulting in 0.8424 (84.24% predictability potential).</p>
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<p>Landslide density per LSI zone in the LSM for the Kure study area produced with the FR method. The values above bars represent the actual landslide quantity in the respective zone. The resultant Pearson’s correlation coefficient was calculated as 0.88.</p>
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<p>LSM produced for the study area with the RF method. AUROC analysis of this map resulted in a predictability potential of 95.2%.</p>
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<p>AUROC analysis graph of the LSM produced with the RF method, resulting in 0.952 (95.2% predictability potential).</p>
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<p>Landslide density per LSI zone in the LSM produced with the RF method. The values above bars represent the actual landslide quantity in the respective zone. The resultant Pearson’s correlation coefficient was calculated as 0.93.</p>
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<p>LSM produced with the ANN method. AUROC analysis of this map resulted in a predictability potential of 92.47%.</p>
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<p>AUROC analysis graph of the LSM produced with the ANN method, resulting in 0.9247 (92.47% predictability potential).</p>
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<p>Landslide density per LSI zone in the LSM produced with the ANN method. The values above bars represent the actual landslide quantity in the respective zone. The resultant Pearson’s correlation coefficient was calculated as 0.92.</p>
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<p>LSM produced with the LR method. AUROC analysis of this map resulted in a predictability potential of 90.16%.</p>
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<p>AUROC analysis graph of the LSM produced with the LR method, resulting in 0.9016 (90.16% predictability potential).</p>
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<p>Landslide density per LSI zone in the LSM produced with the LR method. The values above bars represent the actual landslide quantity in the respective zone. The resultant Pearson’s correlation coefficient was calculated as 0.83.</p>
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<p>Comparison of ROC curves for the 4 LSM production methods in the study area. The RF method showed the best results with an AUC of 0.952, while the FR method showed the worst results with an AUC of 0.8424.</p>
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