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22 pages, 1775 KiB  
Article
Classifications of Several Classes of Armendariz-like Rings Relative to an Abelian Monoid and Its Applications
by Jianwei He and Yajun Ma
Mathematics 2025, 13(5), 874; https://doi.org/10.3390/math13050874 - 5 Mar 2025
Abstract
Let M be an Abelian monoid. A necessary and sufficient condition for the class ArmM of all Armendariz rings relative to M to coincide with the class Arm of all Armendariz rings is given. As a consequence, we [...] Read more.
Let M be an Abelian monoid. A necessary and sufficient condition for the class ArmM of all Armendariz rings relative to M to coincide with the class Arm of all Armendariz rings is given. As a consequence, we prove that ArmM has exactly three cases: the empty set, Arm, and the class of all rings. If N is an Abelian monoid, then we prove that ArmM×N=ArmMArmN, which gives a partial affirmative answer to the open question of Liu in 2005 (whether R is M×N-Armendariz if R is M-Armendariz and N-Armendariz). We also show that the other Armendariz-like rings relative to an Abelian monoid, such as M-quasi-Armendariz rings, skew M-Armendariz rings, weak M-Armendariz rings, M-π-Armendariz rings, nil M-Armendariz rings, upper nil M-Armendariz rings and lower nil M-Armendariz rings can be handled similarly. Some conclusions on these classes have, therefore, been generalized using these classifications. Full article
(This article belongs to the Section A: Algebra and Logic)
Show Figures

Figure A1

Figure A1
<p>The multiplication table of <math display="inline"><semantics> <mrow> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>,</mo> <mn>4</mn> <mo>}</mo> </mrow> <mo>⊆</mo> <mrow> <mo stretchy="false">(</mo> <msup> <mi mathvariant="double-struck">Z</mi> <mo>+</mo> </msup> <mo>,</mo> <mo>·</mo> <mo stretchy="false">)</mo> </mrow> </mrow> </semantics></math>.</p>
Full article ">Figure A2
<p>The multiplication table of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>4</mn> <mo>,</mo> <mn>6</mn> <mo>,</mo> <mn>7</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math>.</p>
Full article ">Figure A3
<p>The multiplication table of <math display="inline"><semantics> <mrow> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>,</mo> <mn>4</mn> <mo>}</mo> </mrow> <mo>⊆</mo> <mrow> <mo stretchy="false">(</mo> <msup> <mi mathvariant="double-struck">Z</mi> <mo>+</mo> </msup> <mo>,</mo> <mo>·</mo> <mo stretchy="false">)</mo> </mrow> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A4
<p>The multiplication table of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>4</mn> <mo>,</mo> <mn>6</mn> <mo>,</mo> <mn>7</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A5
<p>The multiplication table of degree 3 of <math display="inline"><semantics> <mrow> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>,</mo> <mn>4</mn> <mo>}</mo> </mrow> <mo>⊆</mo> <mrow> <mo stretchy="false">(</mo> <msup> <mi mathvariant="double-struck">Z</mi> <mo>+</mo> </msup> <mo>,</mo> <mo>·</mo> <mo stretchy="false">)</mo> </mrow> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A6
<p>The multiplication table of degree 3 of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>4</mn> <mo>,</mo> <mn>6</mn> <mo>,</mo> <mn>7</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A7
<p>The multiplication table of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>0</mn> <mo>,</mo> <mn>3</mn> <mo>,</mo> <mn>5</mn> <mo>,</mo> <mn>6</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A8
<p>The multiplication table of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>0</mn> <mo>,</mo> <mn>3</mn> <mo>,</mo> <mn>5</mn> <mo>,</mo> <mn>6</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math> with straight lines.</p>
Full article ">Figure A9
<p>The graph of <math display="inline"><semantics> <mrow> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>,</mo> <mn>4</mn> <mo>}</mo> </mrow> <mo>⊆</mo> <mrow> <mo stretchy="false">(</mo> <msup> <mi mathvariant="double-struck">Z</mi> <mo>+</mo> </msup> <mo>,</mo> <mo>·</mo> <mo stretchy="false">)</mo> </mrow> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A10
<p>The graph we need.</p>
Full article ">Figure A11
<p>The graph of <math display="inline"><semantics> <mrow> <mrow> <mo stretchy="false">(</mo> <mn>0</mn> <mo>,</mo> <mn>1</mn> <mo>,</mo> <mn>1.5</mn> <mo>)</mo> </mrow> <mo>∈</mo> <mrow> <mo stretchy="false">(</mo> <msup> <mi mathvariant="double-struck">Q</mi> <mo>∗</mo> </msup> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </mrow> </semantics></math>.</p>
Full article ">Figure A12
<p>The graph of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>0</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math>.</p>
Full article ">Figure A13
<p>The multiplication table of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>0</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>,</mo> <mn>4</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A14
<p>The multiplication table of degree 4 of <math display="inline"><semantics> <mrow> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>}</mo> </mrow> <mo>⊆</mo> <mrow> <mo stretchy="false">(</mo> <msup> <mi mathvariant="double-struck">Z</mi> <mo>+</mo> </msup> <mo>,</mo> <mo>·</mo> <mo stretchy="false">)</mo> </mrow> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A15
<p>The multiplication table of degree 4 of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>0</mn> <mo>,</mo> <mn>3</mn> <mo>,</mo> <mn>5</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math> with curves.</p>
Full article ">Figure A16
<p>The graph of <math display="inline"><semantics> <mrow> <mrow> <mo>{</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mo>⋯</mo> <mo>,</mo> <mn>10</mn> <mo>}</mo> </mrow> <mo>⊆</mo> <mrow> <mo stretchy="false">(</mo> <msup> <mi mathvariant="double-struck">Z</mi> <mo>+</mo> </msup> <mo>,</mo> <mo>·</mo> <mo stretchy="false">)</mo> </mrow> </mrow> </semantics></math>.</p>
Full article ">Figure A17
<p>The graph of <math display="inline"><semantics> <mrow> <mo>{</mo> <mn>0</mn> <mo>,</mo> <mn>41</mn> <mo>,</mo> <mn>65</mn> <mo>,</mo> <mn>82</mn> <mo>,</mo> <mn>95</mn> <mo>,</mo> <mn>106</mn> <mo>,</mo> <mn>115</mn> <mo>,</mo> <mn>123</mn> <mo>,</mo> <mn>130</mn> <mo>,</mo> <mn>136</mn> <mo>}</mo> <mo>⊆</mo> <mo stretchy="false">(</mo> <mi mathvariant="double-struck">N</mi> <mo>,</mo> <mo>+</mo> <mo stretchy="false">)</mo> </mrow> </semantics></math>.</p>
Full article ">
35 pages, 4865 KiB  
Article
Indoor Air Quality and Thermal Comfort in University Classrooms in Southwestern Spain: A Longitudinal Analysis from Pandemic to Post-Pandemic
by Pilar Romero, Víctor Valero-Amaro, José Ignacio Arranz, Francisco José Sepúlveda and María Teresa Miranda
Buildings 2025, 15(5), 829; https://doi.org/10.3390/buildings15050829 - 5 Mar 2025
Abstract
After the COVID-19 lockdown, the health authorities established strict protocols for ventilating indoor spaces and reducing contagion. Although the control of the disease allowed these measures to be relaxed, indoor air quality (IAQ) and natural ventilation (NV) are still essential. However, in certain [...] Read more.
After the COVID-19 lockdown, the health authorities established strict protocols for ventilating indoor spaces and reducing contagion. Although the control of the disease allowed these measures to be relaxed, indoor air quality (IAQ) and natural ventilation (NV) are still essential. However, in certain climatic conditions, this can affect the thermal comfort of the occupants. This situation is relevant in educational buildings, where thermal discomfort can influence students’ academic performance, especially during critical periods such as exams. In this context, this article explores how different NV strategies, both during and after the pandemic, affect the thermal comfort of students at a university in a Mediterranean climate zone. The analyses revealed that, despite the low temperatures and strict ventilation protocols due to COVID-19, thermal comfort during winter was higher than in spring and summer. These results led to an investigation into which variables could explain this phenomenon, detecting that the choice of clothing was crucial to achieving adequate comfort conditions. Regarding IAQ, ventilation was sufficient, even excessive, in some cases, especially during mandatory measures. In conclusion, it would be beneficial to establish ventilation protocols adapted to each environment and to advise students on individual strategies to improve their thermal comfort. Full article
(This article belongs to the Section Building Energy, Physics, Environment, and Systems)
22 pages, 13639 KiB  
Article
Post-hoc Evaluation of Sample Size in a Regional Digital Soil Mapping Project
by Daniel D. Saurette, Richard J. Heck, Adam W. Gillespie, Aaron A. Berg and Asim Biswas
Land 2025, 14(3), 545; https://doi.org/10.3390/land14030545 - 5 Mar 2025
Abstract
The transition from conventional soil mapping (CSM) to digital soil mapping (DSM) not only affects the final map products, but it also affects the concepts of scale, resolution, and sampling intensity. This is critical because in the CSM approach, sampling intensity is intricately [...] Read more.
The transition from conventional soil mapping (CSM) to digital soil mapping (DSM) not only affects the final map products, but it also affects the concepts of scale, resolution, and sampling intensity. This is critical because in the CSM approach, sampling intensity is intricately linked to the desired scale of soil map publication, which provided standardization of sampling. This is not the case for DSM where sample size varies widely by project, and sampling design studies have largely focused on where to sample without due consideration for sample size. Using a regional soil survey dataset with 1791 sampled and described soil profiles, we first extracted an external validation dataset using the conditioned Latin hypercube sampling (cLHS) algorithm and then created repeated (n = 10) sample plans of increasing size from the remaining calibration sites using the cLHS, feature space coverage sampling (FSCS), and simple random sampling (SRS). We then trained random forest (RF) models for four soil properties: pH, CEC, clay content, and SOC at five different depths. We identified the effective sample size based on the model learning curves and compared it to the optimal sample size determined from the Jensen–Shannon divergence (DJS) applied to the environmental covariates. Maps were then generated from models that used all the calibration points (reference maps) and from models that used the optimal sample size (optimal maps) for comparison. Our findings revealed that the optimal sample sizes based on the DJS analysis were closely aligned with the effective sample sizes from the model learning curves (815 for cLHS, 832 for FSCS, and 847 for SRS). Furthermore, the comparison of the optimal maps to the reference maps showed little difference in the global statistics (concordance correlation coefficient and root mean square error) and spatial trends of the data, confirming that the optimal sample size was sufficient for creating predictions of similar accuracy to the full calibration dataset. Finally, we conclude that the Ottawa soil survey project could have saved between CAD 330,500 and CAD 374,000 (CAD = Canadian dollars) if the determination of optimal sample size tools presented herein existed during the project planning phase. This clearly illustrates the need for additional research in determining an optimal sample size for DSM and demonstrates that operationalization of DSM in public institutions requires a sound scientific basis for determining sample size. Full article
(This article belongs to the Special Issue Predictive Soil Mapping Contributing to Sustainable Soil Management)
Show Figures

Figure 1

Figure 1
<p>Map of the Ottawa study area in eastern Ontario, Canada, with elevation from the digital terrain model (DTM) and small dots representing the 1791 soil sampling locations. The DTM is draped over a hillshade with 10× exaggeration to highlight the topography and landforms. The inset map shows the location of the study site in relation to southern Ontario, Canada.</p>
Full article ">Figure 2
<p>Density plots showing the distribution of cation exchange capacity (CEC, cmol+/kg), clay content (%), pH, and soil organic carbon (SOC, %) at five GlobalSoilMap depth intervals showing the calibration (bars) and validation (pink shaded) datasets after applying the equal area spline for depth harmonization of the soil profiles.</p>
Full article ">Figure 3
<p>Learning curves based on concordance and root mean square error (RMSE) with increasing sample size from the external validation of the random forest models trained with sample plans developed using the conditioned Latin hypercube sampling (cLHS), feature space coverage sampling (FSCS) and simple random sampling (SRS) for cation exchange capacity at the 0–5 cm depth interval. The solid (orange) vertical line, dashed (blue) vertical line, and dotted (green) vertical line identify the effective sample size for the cLHS, FSCS and SRS algorithms, respectively.</p>
Full article ">Figure 4
<p>Learning curves based on concordance and root mean square error (RMSE) with increasing sample size from the external validation of the random forest models trained with sample plans developed using the conditioned Latin hypercube sampling (cLHS), feature space coverage sampling (FSCS) and simple random sampling (SRS) for cation exchange capacity at the 5–15 cm depth interval. The solid (orange) vertical line, dashed (blue) vertical line, and dotted (green) vertical line identify the effective sample size for the cLHS, FSCS and SRS algorithms, respectively.</p>
Full article ">Figure 5
<p>Learning curves based on concordance and root mean square error (RMSE) with increasing sample size from the external validation of the random forest models trained with sample plans developed using the conditioned Latin hypercube sampling (cLHS), feature space coverage sampling (FSCS) and simple random sampling (SRS) for cation exchange capacity at the 15–30 cm depth interval. The solid (orange) vertical line, dashed (blue) vertical line, and dotted (green) vertical line identify the effective sample size for the cLHS, FSCS and SRS algorithms, respectively.</p>
Full article ">Figure 6
<p>Learning curves based on concordance and root mean square error (RMSE) with increasing sample size from the external validation of the random forest models trained with sample plans developed using the conditioned Latin hypercube sampling (cLHS), feature space coverage sampling (FSCS) and simple random sampling (SRS) for cation exchange capacity at the 30–60 cm depth interval. The solid (orange) vertical line, dashed (blue) vertical line, and dotted (green) vertical line identify the effective sample size for the cLHS, FSCS and SRS algorithms, respectively.</p>
Full article ">Figure 7
<p>Learning curves based on concordance and root mean square error (RMSE) with increasing sample size from the external validation of the random forest models trained with sample plans developed using the conditioned Latin hypercube sampling (cLHS), feature space coverage sampling (FSCS) and simple random sampling (SRS) for cation exchange capacity at the 60–100 cm depth interval. The solid (orange) vertical line, dashed (blue) vertical line, and dotted (green) vertical line identify the effective sample size for the cLHS, FSCS and SRS algorithms, respectively.</p>
Full article ">Figure 8
<p>Cation exchange capacity predictions for the 0–5 cm depth interval from the random forest model using all 1391 calibration points (All Data), the conditioned Latin hypercube sampling (cLHS-865), feature space coverage sampling (FSCS-874), and simple random sampling (SRS-869) algorithms.</p>
Full article ">Figure 9
<p>Cation exchange capacity predictions for the 5–15 cm depth interval from the random forest model using all 1391 calibration points (All Data), the conditioned Latin hypercube sampling (cLHS-865), feature space coverage sampling (FSCS-874), and simple random sampling (SRS-869) algorithms.</p>
Full article ">Figure 10
<p>Cation exchange capacity predictions for the 15–30 cm depth interval from the random forest model using all 1391 calibration points (All Data), the conditioned Latin hypercube sampling (cLHS-865), feature space coverage sampling (FSCS-874), and simple random sampling (SRS-869) algorithms.</p>
Full article ">Figure 11
<p>Cation exchange capacity predictions for the 30–60 cm depth interval from the random forest model using all 1391 calibration points (All Data), the conditioned Latin hypercube sampling (cLHS-865), feature space coverage sampling (FSCS-874), and simple random sampling (SRS-869) algorithms.</p>
Full article ">Figure 12
<p>Cation exchange capacity predictions for the 60–100 cm depth interval from the random forest model using all 1391 calibration points (All Data), the conditioned Latin hypercube sampling (cLHS-865), feature space coverage sampling (FSCS-874), and simple random sampling (SRS-869) algorithms.</p>
Full article ">Figure 13
<p>Increase in model performance measured by concordance correlation coefficient (CCC) as a function of the estimated cost of the field program in Canadian dollars across all soil properties and depths. The dotted (blue) line denotes the cost associated with the overall optimal sample size (95% of cumulative distribution of CCC) across all three sampling algorithms (<span class="html-italic">n</span> = 869, or CAD 434,500.00), the dashed (red) line denotes the cost associated with 90% of cumulative distribution of CCC (<span class="html-italic">n</span> = 669, or CAD 334,500.00) and the solid (green) line denotes the cost associated with 75% of cumulative distribution of CCC (<span class="html-italic">n</span> = 403, or CAD 201,500.00). Error bars denote ±1 standard error.</p>
Full article ">
26 pages, 3217 KiB  
Article
Fault-Tolerant Collaborative Control of Four-Wheel-Drive Electric Vehicle for One or More In-Wheel Motors’ Faults
by Han Feng, Yukun Tao, Jianbo Feng, Yule Zhang, Hongtao Xue, Tiansi Wang, Xing Xu and Peng Chen
Sensors 2025, 25(5), 1540; https://doi.org/10.3390/s25051540 - 1 Mar 2025
Viewed by 365
Abstract
A fault-tolerant collaborative control strategy for four-wheel-drive electric vehicles is proposed to address hidden safety issues caused by one or more in-wheel motor faults; the basic design scheme is that the control system is divided into two layers of motion tracking and torque [...] Read more.
A fault-tolerant collaborative control strategy for four-wheel-drive electric vehicles is proposed to address hidden safety issues caused by one or more in-wheel motor faults; the basic design scheme is that the control system is divided into two layers of motion tracking and torque distribution, and three systems, including driving, braking, and front-wheel steering are controlled collaboratively for four-wheel torque distribution. In the layer of motion tracking, a vehicle model with two-degree-of-freedom is employed to predict the control reference values of the longitudinal force and additional yaw moment required; four types of sensors, such as wheel speed, acceleration, gyroscope, and steering wheel angle, are used to calculate the actual values. At the torque distribution layer, SSOD and MSCD distribution schemes are designed to cope with two operating conditions, namely sufficient and insufficient output capacity after local hub motor failure, respectively, focusing on the objective function, constraints, and control variables of the MSCD control strategy. Finally, two operating environments, a straight-line track, and a DLC track, are set up to verify the effectiveness of the proposed control method. The results indicate that, compared with traditional methods, the average errors of the center of mass sideslip angle and yaw rate are reduced by at least 12.9% and 5.88%, respectively, in the straight-line track environment. In the DLC track environment, the average errors of the center of mass sideslip angle and yaw rate are reduced by at least 6% and 4.5%, respectively. The proposed fault-tolerant controller ensures that the four-wheel-drive electric vehicle meets the requirements of handling stability and safety under one or more hub motor failure conditions. Full article
(This article belongs to the Special Issue Intelligent Maintenance and Fault Diagnosis of Mobility Equipment)
Show Figures

Figure 1

Figure 1
<p>Dynamics model of 4WDEV.</p>
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<p>Fault-tolerant control policies of 4WDEV with one or more in-wheel motors’ faults.</p>
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<p>Schematic of the simulation environment.</p>
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<p>Stability indicators of two torque distribution schemes in the first test scenario: (<b>a</b>) Sideslip angle, (<b>b</b>) Yaw rate.</p>
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<p>Actual vehicle velocity of 4WDEV in the first test scenario.</p>
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<p>Actual driving forces of four in-wheel motors in the first test scenario.</p>
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<p>Vehicle stability indicators of three torque distribution schemes in the second test scenario and a straight-line track: (<b>a</b>) Sideslip angle (<b>b</b>) Yaw rate.</p>
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<p>Actual vehicle velocity of three torque distribution schemes in the second test scenario and a straight-line track.</p>
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<p>Actual driving forces of four in-wheel motors in the second test scenario and a straight-line track.</p>
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<p>Vehicle stability indicators of three torque distribution schemes in the second test scenario and a DLC track: (<b>a</b>) Sideslip angle, (<b>b</b>) Yaw rate.</p>
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<p>Actual vehicle velocity of three torque distribution schemes in the second test scenario and a DLC track.</p>
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<p>Actual driving forces of four in-wheel motors in the second test scenario and a DLC track.</p>
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16 pages, 2436 KiB  
Article
Assessment of the Status of Water, Sanitation and Hygiene (WASH) Services at Primary Schools in uMfolozi Local Municipality, Kwa-Zulu Natal, South Africa
by Lindokuhle C. Radebe, Matlou I. Mokgobu, Gomotsegang F. Molelekwa and Matodzi M. Mokoena
Int. J. Environ. Res. Public Health 2025, 22(3), 360; https://doi.org/10.3390/ijerph22030360 - 28 Feb 2025
Viewed by 187
Abstract
This study assessed the status of water, sanitation, and hygiene (WASH) services at (49) selected primary schools in uMfolozi Local Municipality, which is situated in the province of Kwa-Zulu Natal in South Africa. Data were collected using an observational checklist tool and by [...] Read more.
This study assessed the status of water, sanitation, and hygiene (WASH) services at (49) selected primary schools in uMfolozi Local Municipality, which is situated in the province of Kwa-Zulu Natal in South Africa. Data were collected using an observational checklist tool and by conducting a walk-through survey to inspect the conditions of sanitary facilities, observe the hand-washing practices of the school learners, and analyse the accessibility to safe drinking water in school premises. The data were analysed with the Statistical Package for Social Science Version 29. This study revealed that there is easy access to safe drinking water in all but one school. The dependability of the water supply seemed to be one of the most urgent problems in every school, even though all of them have some kind of drinking water infrastructure on their grounds. Municipal water (n = 25, 36%) and rainwater (n = 25, 36%) were the most common type of water used in schools compared to borehole (n = 15, 22%) and tanker truck water (n = 4, 6%). Schools must have a reserved water supply because of the inconsistent supply of municipal water, and because rainwater is a seasonal harvest while borehole water may be affected by factors like load-shedding. The UNICEF-described ratio of one tap or disperser per fifty learners suggests that the water taps in the schoolyard were insufficient in some schools (n = 25, 36%). Rainwater is collected through a gutter system in the school building roofs and stored in 5000–10,000 Jojo tanks. Borehole water is pumped into Jojo tanks at an elevated position where it is stored, and learners receive the water through taps connected to the borehole tanks. During an emergency when there is no water supply from other sources, tanker trucks are hired to fill tanks that are also used to store rainwater. The borehole and rainwater quality appeared to be clear, but water treatment had not been performed, and the microbial quality was unknown. This shows that the Sustainable Development Goal (SGD) 6, clean water and sanitation, is still far from being met. According to national norms and standards for domestic water and sanitation services, people who do not use water treatment or purification techniques fall in the ‘no service’ category and contribute to the water backlog. Pit latrines (n = 46, 94%) and flush toilet (n = 3, 6%) were found to be the only convenient toilet systems used. The number of toilets is not sufficient according to the guidelines. There are (n = 46, 94%) of the schools in the study area using pit latrine due to insufficient or no water supply. In 89.8% of primary schools, sanitation facilities are in working condition in terms of repair and hygiene, while 10.2% are not usable in terms of hygiene, and these are mostly boy’s toilets. All schools (n = 46, 94%) that have flush toilets is because they received sponsorship from non-government stakeholders that funded them in achieving piped water systems that permit the functionality of flush toilets. For the purposes of this study, hygiene was evaluate based on the items found in toilets and handwashing practices. The hygiene aspects of toilets included tissues, cleanness, and toilet seat. For handwashing practices we looked the number of washing basins, the colour of water, and having soaps to use. In the schools that did provide handwashing facilities, some of the toilets were broken, there was no water, or there was no drainage system in place to allow them to function. However, according to the school act, the handwash basins should be inside the facilities. A total of (n = 7, 14%) of handwash basins were inside the toilets. Only (n = 2, 4%) of schools had handwashing facilities which were Jojo tanks with taps near toilets, which were outside of the toilet, with no soap provided. Additionally, (n = 40, 82%) of learners used drinking points for handwashing, which can possibly transmit microbes among them. The findings revealed that, in general, (n = 32, 64%) of school toilets were clean, while, in general, the girls’ toilets were cleaner than the boys’ toilets. In all the schools, the cleaning services were from the people who were involved in school nutrition. In conclusion, there were water sources available for access to water inside schools; however, the situation can be improved by increasing the number of water source points. Pit latrines were the main used toilets, which were in a majority of the schools, and did not have the necessary terms for hygiene such as handwashing basin, tissues, and others. The lack of the main aspect, i.e., access to water and sanitation items, results in an impact on hygiene to learners as they will fail to practice proper hygiene. However, improvement can still be made by keeping the boys’ toilets clean while increasing the number of handwashing basins inside the toilets, so that they do not use taps outside the toilets. Schools should work towards meeting the required number of handwashing basins to increase access to handwashing facilities. Full article
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<p>Map showing the location of Umfolozi (sourced from <a href="https://www.southafrica.to/provinces/provinces.php" target="_blank">https://www.southafrica.to/provinces/provinces.php</a> and <a href="https://municipalities.co.za/map/1106/umfolozi-local-municipality" target="_blank">https://municipalities.co.za/map/1106/umfolozi-local-municipality</a>, accessed on 8 December 2024).</p>
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<p>Number of available drinking water points vs. number of drinking water points needed in schools.</p>
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<p>Measures to prevent drinking water contamination in schools.</p>
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<p>Types of toilets used in schools.</p>
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<p>Number of toilets available vs. number of toilets needed in schools.</p>
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<p>Available handwash basins/handwashing points vs. handwash basins/handwashing points needed in schools.</p>
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25 pages, 665 KiB  
Article
About a Classical Gravitational Interaction in a General Non-Inertial Reference Frame: Applications on Celestial Mechanics and Astrodynamics
by Daniel Condurache, Mihail Cojocari and Ionuț Popa
Symmetry 2025, 17(3), 368; https://doi.org/10.3390/sym17030368 - 28 Feb 2025
Viewed by 222
Abstract
This paper offers new insights into gravitational interactions within a general non-inertial reference frame. By utilizing symbolic tensor calculus, the study establishes a unified framework that connects time derivatives in non-inertial frames to those in inertial frames. The research introduces new first integrals [...] Read more.
This paper offers new insights into gravitational interactions within a general non-inertial reference frame. By utilizing symbolic tensor calculus, the study establishes a unified framework that connects time derivatives in non-inertial frames to those in inertial frames. The research introduces new first integrals of motion for a system of many particles in arbitrary non-inertial and barycentric rotating reference frames. These first integrals provide a kinematic and geometric visualization of motion in non-inertial frames. Additionally, a generalized potential energy function is presented for broader applicability. For the gravitational two-body problem, the paper delivers a closed-form, coordinate-free solution for the motion of each body relative to the original frame. Consequently, sufficient conditions for stability against collisions are established within the context of the two-body problem in a non-inertial reference frame. Furthermore, the paper examines the relative orbital motion of spacecraft, presenting a closed-form and coordinate-free solution in the local vertical local horizontal (LVLH) non-inertial frame, which is centered on the center of mass of the main spacecraft. Full article
(This article belongs to the Special Issue Symmetry in Classical and Quantum Gravity and Field Theory)
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<p>The trajectories are planar homothetical curves, situated on a variable plane, orthogonal to vector <math display="inline"><semantics> <mrow> <msup> <mrow> <mi mathvariant="bold">L</mi> </mrow> <mrow> <mi>C</mi> </mrow> </msup> </mrow> </semantics></math>.</p>
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27 pages, 7933 KiB  
Article
Audible Noise Evaluation in Wind Turbines Through Artificial Intelligence Techniques
by Mathaus Ferreira da Silva, Juliano Emir Nunes Masson, Murillo Ferreira dos Santos, William Rodrigues Silva, Iuri Wladimir Molina and Gabriel Miguel Castro Martins
Sensors 2025, 25(5), 1492; https://doi.org/10.3390/s25051492 - 28 Feb 2025
Viewed by 107
Abstract
In recent years, wind power has become a more attractive alternative energy source for overcoming environmental issues. Predictive maintenance is essential for wind power devices to ensure that these systems work reliably and with sufficient availability. This paper presents a method to work [...] Read more.
In recent years, wind power has become a more attractive alternative energy source for overcoming environmental issues. Predictive maintenance is essential for wind power devices to ensure that these systems work reliably and with sufficient availability. This paper presents a method to work around failure detection in wind turbines using the sound emitted from their components. The proposed Artificial Intelligence (AI) model is based on unsupervised learning and image processing, through which the machine learning model learns to identify spectrograms from wind turbines under healthy conditions. The reconstruction of current data determines whether the input data have an uncommon noise, which translates into a possibility of failure or an effective one. The uncommon data are sent to a specialist network, which, through supervising learning, identifies a failure event and alerts operators to possible problems that the wind turbine could pass through, helping with preventive maintenance. The model offered satisfactory results in five tested wind turbines, in which some specific faults known by the operators were captured through the low similarity between the reconstructed data and the input. Additionally, this application could be extended to similar applications in industrial machinery within the scope of audible noises in rotative machine mechanisms. Full article
(This article belongs to the Section Intelligent Sensors)
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<p>DAE representation.</p>
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<p>DAE architecture.</p>
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<p>ReLU and sigmoid activation functions.</p>
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<p>VAE architecture.</p>
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<p>LeakyReLU activation function with different <math display="inline"><semantics> <mi>α</mi> </semantics></math> parameters.</p>
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<p>SELU activation function with different <math display="inline"><semantics> <mi>α</mi> </semantics></math> parameters.</p>
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<p>Schematic of the audio recorder device.</p>
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<p>Audio recorder device top view: (<b>a</b>) With device support, showing the components. (<b>b</b>) Without device support showing, where the cables are hidden.</p>
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<p>Audio processing flowchart.</p>
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<p>Data processing to feed the auto-encoders.</p>
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<p>Audio of a wind turbine under (<b>a</b>) weak and (<b>b</b>) strong wind conditions.</p>
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<p>DAE performance over 150 epochs.</p>
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<p>VAE performance over 200 epochs.</p>
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<p>SSIM system.</p>
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<p>SVM separating the data linearly.</p>
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<p>Comparison between a spectrogram of the sound produced by the wind turbine (<b>a</b>) FAI1-07 (desirable condition) and (<b>b</b>) FAI2-07 (bearing emitting vibrations) recorded at the same moment.</p>
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<p>Inference of the VAE in the SSIM and PSNR analysis.</p>
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<p>Inference of the VAE’s SSIM metric in the time domain.</p>
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<p>Inference of the VAE’s PSNR metric in the time domain.</p>
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<p>Inference of the VAE in the SSIM and PSNR DFIG analysis.</p>
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<p>Latent space generated by the CDAE.</p>
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<p>Latent space generated by the CVAE.</p>
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<p>Application of the SVM in the CDAE latent space for wye-ring fault detection.</p>
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<p>Application of the SVM in the CVAE latent space for bearing fault detection.</p>
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14 pages, 2655 KiB  
Article
CO2-Enhanced Gas Recovery (EGR) in Offshore Carbon-Rich Gas Reservoirs—Part 2: EGR Performance and Its Dependency
by Qing Ye, Yuqiang Zha, Runfu Xiong, Nan Zhao, Fengyang Mo, Minxuan Li, Yuqi Zeng, Lei Sun and Bin Liang
Processes 2025, 13(3), 698; https://doi.org/10.3390/pr13030698 - 28 Feb 2025
Viewed by 156
Abstract
CO2-enhanced gas recovery (EGR) has emerged as a promising method for improving hydrocarbon production and achieving carbon sequestration in offshore gas reservoirs. This study investigates the performance and influencing factors of CO2-based gas displacement using long core displacement experiments. [...] Read more.
CO2-enhanced gas recovery (EGR) has emerged as a promising method for improving hydrocarbon production and achieving carbon sequestration in offshore gas reservoirs. This study investigates the performance and influencing factors of CO2-based gas displacement using long core displacement experiments. Consolidated synthetic cores were prepared to replicate reservoir conditions, and experiments were conducted at formation pressure and temperature to evaluate the effects of permeability, injection pressure, CO2 concentration, and core length on gas recovery efficiency. The results reveal that (1) for a homogeneous porous medium, permeability and injection pressure have minimal correlation with recovery efficiency when sufficient gas is injected; (2) direct gas displacement after reservoir depletion outperforms pressure-boosting displacement methods; (3) higher CO2 concentrations delay gas breakthrough, enhance piston-like displacement behavior, and improve recovery efficiency; and (4) core length significantly affects recovery, with longer cores resulting in slower breakthroughs and more stable displacement. Cores of at least 1 m in length are essential for accurately simulating field conditions. For a CO2 injection with a pressure of 7 MPa and a temperature of 81 °C, when 0.87 PV of CO2 is injected, the current recovery can reach 87%, after which the displacement efficiency decreases sharply. The ultimate EGR can be as high as 50%. These findings provide valuable insights into optimizing CO2 injection strategies for enhanced gas recovery in offshore reservoirs, offering guidance for both experimental designs and practical applications in the field. Full article
(This article belongs to the Section Energy Systems)
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<p>Experiment apparatus.</p>
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<p>Effect of permeability on gas recovery efficiency for long-core CO<sub>2</sub> injection experiments.</p>
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<p>Analysis of injection pressure impact on recovery efficiency.</p>
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<p>CO<sub>2</sub> concentration at the outlet of long core under different PVs of CO<sub>2</sub> injection. In the legend, 70% refers to the CO<sub>2</sub> concentration in the injected gas, and 7 MPa refers to the gas injection pressure. For 5 MPa–7 MPa mode, 5 MPa refers to the pressure at the end of depletion development. After depletion ends, the pore pressure is increased to 7 MPa by injecting CO<sub>2</sub>. CO<sub>2</sub> gas injection is then carried out.</p>
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<p>Relationship between gas injection volume and recovery under different injection modes.</p>
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<p>CO<sub>2</sub> breakthrough curves for different injection gases.</p>
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<p>CH<sub>4</sub> recovery for different injection gases.</p>
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<p>The relationship between final recovery and injected gas.</p>
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<p>Influence of core length on gas recovery efficiency.</p>
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<p>CO<sub>2</sub> breakthrough curves for experiments with different core lengths.</p>
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15 pages, 53267 KiB  
Communication
Tribological Behavior of the Laser Micro-Textured PEEK-1040 Steel Friction Pairs
by Risheng Long, Haiming Wang, Jincheng Hou, Qingyu Shang, Yimin Zhang, Lin Zong and Zhijun Zhang
Polymers 2025, 17(5), 645; https://doi.org/10.3390/polym17050645 - 27 Feb 2025
Viewed by 192
Abstract
To compare them with PTFE-40# steel tribo-pairs, the tribological properties of textured PEEK-40# (AISI 1040) steel friction pairs were researched under full-film lubrication conditions by manufacturing micro-dimples with different dimensions on the contact surfaces of 1040 steel discs using laser surface texturing (LST). [...] Read more.
To compare them with PTFE-40# steel tribo-pairs, the tribological properties of textured PEEK-40# (AISI 1040) steel friction pairs were researched under full-film lubrication conditions by manufacturing micro-dimples with different dimensions on the contact surfaces of 1040 steel discs using laser surface texturing (LST). After repeated tribological tests, the coefficients of friction (COFs), wear losses, and wear morphologies of the PEEK-1040 steel friction pairs were measured and analyzed. The results show that micro-dimples do not significantly reduce the average COFs of PEEK-1040 steel friction pairs when lubricated with a sufficient amount of hydraulic oil, but they do reduce the wear losses of most groups. When the dimple diameter was 250 μm, the dimple depth was 5 μm, the area ratio was 6.6%, and the mass loss of the 1040 steel disc was reduced by 90% compared to the smooth reference. In comparison to the behavior of the PTFE-1040 steel tribo-pairs, PEEK-1040 steel friction pairs can provide better tribological performance, whether smooth or dimple-textured. This study offers important insights for the design of seals in machinery. Full article
(This article belongs to the Section Polymer Applications)
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<p>(<b>a</b>) Photo of the 1040 steel disc; (<b>b</b>) section view and texture design of the 1040 steel disc; (<b>c</b>) representative 3D morphology of dimple-textured surface of the 1040 steel disc before being re-polished; (<b>d</b>) sectional profile curve of micro-dimples in (<b>c</b>); (<b>e</b>) photo of PEEK ring; (<b>f</b>) section and top views of the PEEK ring.</p>
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<p>COF data of the PEEK-1040 steel friction pairs under full-film lubrication conditions: (<b>a</b>–<b>d</b>) COF curves of T1-T4; (<b>e</b>–<b>h</b>) COF curves of R1-R4; (<b>i</b>–<b>l</b>) COF curves of X1–X4; (<b>m</b>–<b>q</b>) COF curves of X5-1~X5-5; (<b>r</b>) average COFs of 17 groups.</p>
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<p>Representative wear morphologies and wear losses: (<b>a</b>) wear morphologies of the PEEK rings after ultrasonic washing; (<b>b</b>) wear losses of the PEEK rings and 1040 steel discs: (<b>b1</b>) wear losses of T1–T4; (<b>b2</b>) wear losses of R1–R4; (<b>b3</b>) wear losses of X1–X4; (<b>b4</b>) wear losses of X5-1~X5-5.</p>
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<p>Representative three-dimensional wear morphologies of the PEEK rings after ultrasonic washing.</p>
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<p>Representative wear morphologies of the 1040 steel discs after ultrasonic washing and the characteristic infrared absorption peaks of the PEEK transfer film: (<b>a</b>) wear morphologies of the 1040 steel discs; (<b>b</b>) typical infrared spectral characteristics of the PEEK collected on the surface of 1040 steel discs.</p>
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<p>Representative three-dimensional wear morphologies of the 1040 steel discs after ultrasonic washing.</p>
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<p>Representative wear morphologies of the 1040 steel discs with PEEK transfer films before ultrasonic washing.</p>
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11 pages, 225 KiB  
Article
Healthcare Professionals’ Perceptions and Experiences of Ageism: A Qualitative Study
by Jiyoun Kim
Int. J. Environ. Res. Public Health 2025, 22(3), 350; https://doi.org/10.3390/ijerph22030350 - 27 Feb 2025
Viewed by 185
Abstract
This study focused on the experiences and perceptions of geriatric healthcare professionals. The research aimed to identify ageism, examine the influencing factors, explore the desired attitudes of geriatric healthcare professionals, and identify institutional changes required for age-integrated efforts and strategies to eliminate these [...] Read more.
This study focused on the experiences and perceptions of geriatric healthcare professionals. The research aimed to identify ageism, examine the influencing factors, explore the desired attitudes of geriatric healthcare professionals, and identify institutional changes required for age-integrated efforts and strategies to eliminate these barriers. Interviews with two physicians and eight nurses were conducted in South Korea from August to November 2023, with each session lasting about 1 h, and the transcripts were analyzed using the grounded theory by Strauss and Corbin. The analysis yielded 11 categories, 20 subcategories, and 120 concepts. The central phenomenon was “Ageism that is conducted implicitly and covertly”. Causal conditions affecting the development of ageism were “Difficulties related to the perceived characteristics of older adults” and “Extra burden for older patients and their families”. Contextual conditions were “Provider’s aging anxiety” and “Personal experience about older patients”, and interventional conditions were “Insufficient regular education aimed at ageism prevention” and “Insufficient staffing and resources”. The action/interaction strategies were “Not perceived as a critical issue” and “Perception that it is difficult to change”. After a thorough analysis and materializing of these concepts, the following prevention measures were proposed: “Need for regular education regarding the care of older patients (including ageism) in the nursing educational curriculum” and the “Need for sufficient staffing and resources”. According to the results of this study, medical professionals must satisfy the healthcare needs of the elderly by understanding the proper aging process and tailoring their approach to the specific characteristics of older individuals. To achieve this, organizations should provide adequate resources and personnel. Full article
22 pages, 1021 KiB  
Article
State-Based Fault Diagnosis of Finite-State Vector Discrete-Event Systems via Integer Linear Programming
by Qinrui Chen, Mubariz Garayev and Ding Liu
Sensors 2025, 25(5), 1452; https://doi.org/10.3390/s25051452 - 27 Feb 2025
Viewed by 120
Abstract
This paper presents a state-based method to address the verification of K-diagnosability and fault diagnosis of a finite-state vector discrete-event system (Vector DES) with partially observable state outputs due to limited sensors. Vector DES models consist of an arithmetic additive structure in [...] Read more.
This paper presents a state-based method to address the verification of K-diagnosability and fault diagnosis of a finite-state vector discrete-event system (Vector DES) with partially observable state outputs due to limited sensors. Vector DES models consist of an arithmetic additive structure in both the state space and state transition function. This work offers a necessary and sufficient condition for verifying the K-diagnosability of a finite-state Vector DES based on state sensor outputs, employing integer linear programming and the mathematical representation of a Vector DES. Predicates are employed to diagnose faults in a Vector DES online. Specifically, we use three different kinds of predicates to divide system state outputs into different subsets, and the fault occurrence in a system is detected by checking a subset of outputs. Online diagnosis is achieved via solving integer linear programming problems. The conclusions obtained in this work are explained by means of several examples. Full article
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<p>Vector DES model in Example 1.</p>
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<p>Vector DES model in Example 3.</p>
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<p>Schematic of the production line repairing damaged parts.</p>
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<p>A Vector DES model of the production line repairing damaged parts in <a href="#sensors-25-01452-f003" class="html-fig">Figure 3</a>.</p>
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13 pages, 284 KiB  
Article
Dynamics of a Stochastic Single-Species Kolmogorov System Under Markovian Switching
by Zhixian Zhang and Xiaoquan Ding
Mathematics 2025, 13(5), 784; https://doi.org/10.3390/math13050784 - 27 Feb 2025
Viewed by 172
Abstract
Understanding the impact of unpredictable environmental fluctuations is crucial in population ecology because such fluctuations are an important feature of natural population systems. In this paper, we consider a stochastic single-species Kolmogorov system under Markovian switching. By using the Lyapunov method, we establish [...] Read more.
Understanding the impact of unpredictable environmental fluctuations is crucial in population ecology because such fluctuations are an important feature of natural population systems. In this paper, we consider a stochastic single-species Kolmogorov system under Markovian switching. By using the Lyapunov method, we establish sufficient conditions for stochastic permanence, exponential ergodicity, and extinction of the system. Some examples are presented to illustrate corollaries, showing that our results generalize and improve on some known ones. Full article
14 pages, 268 KiB  
Article
Oscillation and Asymptotic Behavior of Third-Order Neutral Delay Differential Equations with Mixed Nonlinearities
by Balakrishnan Sudha, George E. Chatzarakis and Ethiraju Thandapani
Mathematics 2025, 13(5), 783; https://doi.org/10.3390/math13050783 - 27 Feb 2025
Viewed by 183
Abstract
In the present article, we create new sufficient conditions for the oscillatory and asymptotic behavior of solutions of third-order nonlinear neutral delay differential equations with several super-linear and sub-linear terms. The results are obtained first by applying the arithmetic–geometric mean inequality along with [...] Read more.
In the present article, we create new sufficient conditions for the oscillatory and asymptotic behavior of solutions of third-order nonlinear neutral delay differential equations with several super-linear and sub-linear terms. The results are obtained first by applying the arithmetic–geometric mean inequality along with the linearization method and then using comparison method as well as the integral averaging technique. Finally, we show the importance and novelty of the main results by applying them to special cases of the studied equation. Full article
(This article belongs to the Section C1: Difference and Differential Equations)
13 pages, 4536 KiB  
Proceeding Paper
Numerical Thermo-Structural Simulations for the Design of the Havar Beam Window of a Beryllium Target for Neutron Beam Production
by Roberta Dattilo
Eng. Proc. 2025, 85(1), 28; https://doi.org/10.3390/engproc2025085028 - 26 Feb 2025
Viewed by 57
Abstract
The present work was carried out as part of the PRIN 2022JCS2CN project “CoolGal”, which aims to design and manufacture a beryllium target cooled by Galinstan (a liquid metal alloy at room temperature) for the production of neutrons using energetic protons. The objective [...] Read more.
The present work was carried out as part of the PRIN 2022JCS2CN project “CoolGal”, which aims to design and manufacture a beryllium target cooled by Galinstan (a liquid metal alloy at room temperature) for the production of neutrons using energetic protons. The objective of the present work is to thermo-structurally design a beam window that encloses the environment in which the target is housed. The window consists of a Havar disk, the thickness of which must be minimized to absorb the least amount of proton beam power, while its diameter must be sufficient to avoid excessive beam loss. The window will then be embedded around its perimeter and will have to withstand two load conditions, applied individually: A mechanical load, due to the atmospheric pressure of 0.11 MPa during vacuuming, and a thermal load, due to heating during irradiation with the proton beam. Once a first-version window geometry was defined, a static structural finite element analysis (FEA) was carried out by activating geometric nonlinearities to assess the structural integrity of the window under mechanical loading. After that, a static thermal–mechanical FEA analysis was carried out to assess the structural integrity of the window under thermal loading. Given the compressive stress state induced by thermal loading and the slenderness of the window itself, a nonlinear buckling structural FEA analysis was also performed. Full article
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<p>Project PRIN CoolGal: mechanical design of the target.</p>
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<p>Geometry of the beam window made of Havar.</p>
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<p>(<b>a</b>) Atmospheric pressure load on the window; (<b>b</b>) thermal load induced by the proton beam.</p>
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<p>A one-quarter 2D FE model of the window discretized using the Shell 181 4-node elements (Ansys Mechanical APDL® 2022 R2 (ANSYS Inc., Canonsburg, PA, USA)). The figure highlights both the loading and constraint conditions.</p>
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<p>(<b>a</b>) Trend of the maximum von Mises stresses and the maximum displacement Uy as a function of the thickness; (<b>b</b>) location of the maximum displacement of the structure.</p>
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<p>Simplified 2D FE model of the window defined for the thermal analysis (Ansys APDL® 2022 R2 (ANSYS Inc., Canonsburg, PA, USA)).</p>
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<p>Temperature trend along the radius of the window for thicknesses s = 0.05 mm, s = 0.07 mm, and s = 0.1 mm. The proton beam power used for all these simulations is <span class="html-italic">P</span> = 35W.</p>
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<p>(<b>a</b>) The 3D thermal FE model discretized with 20-node SOLID90; (<b>b</b>) temperature plot of the 3D thermal analysis.</p>
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<p>Comparison of the temperature trend along the radius of the window between the simplified 2D model (orange dots indicators), the simplified model scaled using −25 °C (red dots indicators), and the 3D model (black dots indicators).</p>
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<p>Von-Mises stresses along the window radius.</p>
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<p>Comparison between critical pressure (p_crit) and active pressure (P_active) at the window for thicknesses from 0.1 mm to 0.5 mm.</p>
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<p>The 2D FE model for the non-linear buckling analysis: (<b>a</b>) for the first iteration (<span class="html-italic">I</span> = 0) of the solution, a perturbating pressure load is applied; (<b>b</b>) from the second iteration on (<span class="html-italic">I</span> &gt; 0), the heat load is applied gradually at each iteration until it reaches the steady-state load.</p>
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<p>Trend of the maximum Von Mises stress and the maximum displacement Uy as the thickness varies for the last iteration of the non-linear buckling analysis.</p>
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22 pages, 370 KiB  
Article
Distributions of Outputs Given Subsets of Inputs and Dependent Generalized Sensitivity Indices
by Matieyendou Lamboni
Mathematics 2025, 13(5), 766; https://doi.org/10.3390/math13050766 - 26 Feb 2025
Viewed by 146
Abstract
Better understanding mathematical and numerical models often requires investigating the impacts of inputs on the model outputs, as well as interactions. Quantifying such effects for models with non-independent input variables (NIVs) relies on conditional distributions of the outputs given every subset of inputs. [...] Read more.
Better understanding mathematical and numerical models often requires investigating the impacts of inputs on the model outputs, as well as interactions. Quantifying such effects for models with non-independent input variables (NIVs) relies on conditional distributions of the outputs given every subset of inputs. In this paper, by firstly providing additional dependency models of NIVs, functional outputs are composed by dependency models (yielding equivalent representations of outputs) to derive distributions of outputs conditional on inputs. We then provide an algorithm for selecting the necessary and sufficient equivalent representations that allow for obtaining all the conditional distributions of outputs given every subset of inputs, and for assessing the main, total, and interaction effects (i.e., indices) of every subset of NIVs. Unbiased estimators of covariances of sensitivity functionals and consistent estimators of such indices are derived by distinguishing the case of the multivariate and/or functional outputs, including dynamic models. Finally, analytical results and numerical results are provided, including an illustration based on a dynamic model. Full article
(This article belongs to the Section D1: Probability and Statistics)
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<p>First-type, prime second-type, and second-type dGSIs for different values of the correlation between the two inputs and for <math display="inline"><semantics> <mrow> <mi>a</mi> <mo>=</mo> <mo>−</mo> <mn>2</mn> <mo>,</mo> <mspace width="0.166667em"/> <mn>0</mn> </mrow> </semantics></math>.</p>
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