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30 pages, 5863 KiB  
Article
Evaluation of Potentials for Urban Planning Using the Fuzzy FUCOM-IMF SWARA-Fuzzy OPARA Model
by Aleksandra Milinković, Dijana Brkljač, Stefan Škorić, Željko Stević, Algimantas Danilevičius and Dillip Kumar Das
Buildings 2025, 15(5), 803; https://doi.org/10.3390/buildings15050803 - 2 Mar 2025
Viewed by 434
Abstract
Considering the characteristics of urban planning that are becoming increasingly demanding, and the trend that urban zones should meet users’ needs based on the principle of everything in one place, this paper evaluates the potentials of urban zones in Novi Sad. An expert [...] Read more.
Considering the characteristics of urban planning that are becoming increasingly demanding, and the trend that urban zones should meet users’ needs based on the principle of everything in one place, this paper evaluates the potentials of urban zones in Novi Sad. An expert analysis defined 25 criteria related to urban, traffic, architectural, environmental and sociological aspects to assess the current potentials of urban zones in a sustainable manner. Based on these criteria, 10 urban zones were evaluated using a multi-structure fuzzy MCDM model, including: the Fuzzy FUCOM, IMF SWARA and Fuzzy OPARA methods, and the Fuzzy Heronian Mean and Fuzzy Bonferroni operators. Fuzzy FUCOM was applied to determine the importance of the main groups of criteria, while IMF SWARA was used to determine the importance of sub-criteria, with the final weights obtained using the Fuzzy Heronian Mean operator. The Fuzzy OPARA method was implemented to determine the rankings of urban zones based on the potentials they offer. This model represents an innovation, as it is being presented for the first time in the literature. The final values of the urban zones show that Liman and the Center are the two urban zones with the greatest potential, which was confirmed through extensive verification analysis. Such modeling can provide support in the sense that the management of the city can obtain information about the shortcomings and potentials of the location, which allows for the definition of a more specific planning and development policy, based on the previously verified state. Full article
(This article belongs to the Special Issue Constructions in Europe: Current Issues and Future Challenges)
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<p>Graphical representation of the research process.</p>
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<p>Urban zones in Novi Sad considered in the paper.</p>
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<p>Final values of the criteria after applying Fuzzy FUCOM-IMF SWARA-FHMO.</p>
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<p>Final results after the Fuzzy OPARA procedure.</p>
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<p>Comparative MCDM analysis.</p>
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<p>Correlation rankings in the comparative analysis.</p>
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<p>Results of the analysis with changes in the initial matrix size.</p>
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<p>Change in the values of ω, β and hj in the Fuzzy OPARA method.</p>
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14 pages, 2599 KiB  
Article
Rotary Paraplow: A New Tool for Soil Tillage for Sugarcane
by Cezario B. Galvão, Angel P. Garcia, Ingrid N. de Oliveira, Elizeu S. de Lima, Lenon H. Lovera, Artur V. A. Santos, Zigomar M. de Souza and Daniel Albiero
AgriEngineering 2025, 7(3), 61; https://doi.org/10.3390/agriengineering7030061 - 28 Feb 2025
Viewed by 167
Abstract
The sugarcane cultivation has used heavy machinery on a large scale, which causes soil compaction. The minimum tillage has been used to reduce the traffic of machines on the crop, but there is a lack of appropriate tools for the implementation of this [...] Read more.
The sugarcane cultivation has used heavy machinery on a large scale, which causes soil compaction. The minimum tillage has been used to reduce the traffic of machines on the crop, but there is a lack of appropriate tools for the implementation of this technique, especially in sugarcane areas. The University of Campinas—UNICAMP developed a conservation soil tillage tool called “Rotary paraplow”, the idea was to join the concepts of a vertical milling cutter with the paraplow, which is a tool for subsoiling without inversion of soil. The rotary paraplow is a conservationist tillage because it mobilizes only the planting line with little disturbance of the soil surface and does the tillage with the straw in the area. These conditions make this study pioneering in nature, by proposing an equipment developed to address these issues as an innovation in the agricultural machinery market. We sought to evaluate soil tillage using rotary paraplow and compare it with conventional tillage, regarding soil physical properties and yield. The experiment was conducted in an Oxisol in the city of Jaguariuna, Brazil. The comparison was made between the soil physical properties: soil bulk density, porosity, macroporosity, microporosity and penetration resistance. At the end, a biometric evaluation of the crop was carried out in both areas. The soil properties showed few statistically significant variations, and the production showed no statistical difference. The rotary paraplow proved to be an applicable tool in the cultivation of sugarcane and has the advantage of being an invention adapted to Brazilian soils, bringing a new form of minimal tillage to areas of sugarcane with less tilling on the soil surface, in addition to reducing machine traffic. Full article
(This article belongs to the Special Issue Research Progress of Agricultural Machinery Testing)
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<p>Paraplow design.</p>
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<p>Frontal-facing (x) vertical (y) milling cutter.</p>
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<p>Rotary paraplow.</p>
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<p>Location map of the area.</p>
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<p>Experiment area and soil sampling for physical characterization.</p>
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<p>(<b>a</b>) subsoiler (AST 9/7, Marchesan S.A., Matão, SP, Brasil), (<b>b</b>) followed by a harrow (GAI, Marchesan S.A., Matão, SP, Brasil), (<b>c</b>) Rotary Paraplow.</p>
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17 pages, 2654 KiB  
Article
Mitigating the Negative Impact of Certain Erosion Events: Development and Verification of Innovative Agricultural Machinery
by Tomáš Krajíček, Petr Marada, Ivo Horák, Jan Cukor, Vlastimil Skoták, Jan Winkler, Miroslav Dumbrovský, Radek Jurčík and Josef Los
Agriculture 2025, 15(3), 250; https://doi.org/10.3390/agriculture15030250 - 24 Jan 2025
Viewed by 587
Abstract
This paper aims to solve the problem of erosion sediment that negatively affects the quality of fallowed soil through the development of a new type of agricultural machinery. The transported erosion sediment will be quantified locally to evaluate the danger of these negative [...] Read more.
This paper aims to solve the problem of erosion sediment that negatively affects the quality of fallowed soil through the development of a new type of agricultural machinery. The transported erosion sediment will be quantified locally to evaluate the danger of these negative effects on the fallowed soil and on the functionality of the grass cover. Subsequently, a new type of machinery will be proposed for the remediation of eroded sediment and conservation of the fallowed soil. In various fallow research areas with different management methods (such as biobelts, grassed valleys, and grassed waterways), agricultural land affected by eroded sediment was examined, and appropriate machinery was designed to rehabilitate the stands after erosion events. By identifying the physical and mechanical properties of the soil, as well as the eroded and deposited sediment/colluvium, the shape, material, attachment method, and assembly of the working tool for the relevant mobile energy device were designed. The developed tool, based on a plow–carry system using a tractor, features flexible tools that separate the eroded sediment from the fallow land surface, transfer it over a short distance, and accumulate it in a designated area to facilitate subsequent removal with minimal damage to the herbaceous vegetation. The calculated erosion event was 196.9 m3 (179.0 m3 ha−1), corresponding to 295 tons (268.5 t ha−1) deposited from the area of 90 ha. Afterward, the proposed machinery was evaluated for the cost of the removal of the eroded sediment. Based on experience from the field, we calculated that 174 m3 per engine hour results in EUR 0.22 m−3. From the performed experiment, it is evident that the proposed machinery offers a suitable solution for eroded sediment removal locally, which prevents further erosion and subsequent sediment deposition in water bodies where the costs for sediment removal are higher. Moreover, we have proven the potential negative impact of invasive plant species because their seeds were stored in the sediment. Finally, it is credible to state that the proposed agricultural machinery offers an effective solution for the eroded sediment relocation, which subsequently can be used for other purposes and monetized. This results in an increase in the profitability of the erosion sediment removal process, which is already in place at the source before further transportation to aquatic systems where the costs for removal are significantly higher. Full article
(This article belongs to the Section Agricultural Technology)
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<p>Localization of the study area (▲) with the detailed description of the research location (right side) where the erosion risk is evaluated in tons of eroded soil per hectare per year and marked by color range from white 0–5 t ha<sup>−1</sup> yr<sup>−1</sup> to purple (˃30 t ha<sup>−1</sup> yr<sup>−1</sup>).</p>
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<p>The working tool of the plowshare (range of spring standards) and its parameters. r—spring standard radius, H is the height of the spring standard with a working blade; we suggest 0.5–0.7 m, roll angle β (45–65°), cutting angle γ (45–55°).</p>
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<p>Schematic of a newly developed tool for the remediation of erosional sediment from herbaceous stands.</p>
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<p>Dependence of the coverage of plant groups on the area of erosional sediment accumulated in the plot. Linear regression fits are displayed in the case of the significant relationship.</p>
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<p>Dependence of the coverage of plant groups on the depth of erosional sediment accumulated in the plot. Linear regression fits are displayed in the case of the significant relationship.</p>
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<p>Relationships of recorded plant taxa and erosional sediment characteristics (RDA analysis result; total explained variability = 24.1%, F ratio = 2.3, <span class="html-italic">p</span>-value = 0.002). Legend: Sedim%—area of erosional sediment; SedimCm—strength of erosional sediment. Species with invasive status are marked with red, species with casual status are marked with yellow, species with naturalized status are marked with brown, species with native status are marked with green.</p>
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14 pages, 2861 KiB  
Article
Flexible Vibration Sensors with Omnidirectional Sensing Enabled by Femtosecond Laser-Assisted Fabrication
by Yaojia Mou, Cong Wang, Shilei Liu, Linpeng Liu and Ji’an Duan
Polymers 2025, 17(2), 211; https://doi.org/10.3390/polym17020211 - 16 Jan 2025
Viewed by 564
Abstract
Vibration sensors are integral to a multitude of engineering applications, yet the development of low-cost, easily assembled devices remains a formidable challenge. This study presents a highly sensitive flexible vibration sensor, based on the piezoresistive effect, tailored for the detection of high-dynamic-range vibrations [...] Read more.
Vibration sensors are integral to a multitude of engineering applications, yet the development of low-cost, easily assembled devices remains a formidable challenge. This study presents a highly sensitive flexible vibration sensor, based on the piezoresistive effect, tailored for the detection of high-dynamic-range vibrations and accelerations. The sensor’s design incorporates a polylactic acid (PLA) housing with cavities and spherical recesses, a polydimethylsiloxane (PDMS) membrane, and electrodes that are positioned above. Employing femtosecond laser ablation and template transfer techniques, a parallel groove array is created within the flexible polymer sensing layer. This includes conductive pathways, and integrates stainless-steel balls as oscillators to further amplify the sensor’s sensitivity. The sensor’s performance is evaluated over a frequency range of 50 Hz to 400 Hz for vibrations and from 1 g to 5 g for accelerations, exhibiting a linear correlation coefficient of 0.92 between the sensor’s voltage output and acceleration. It demonstrates stable and accurate responses to vibration signals from devices such as drills and mobile phone ringtones, as well as robust responsiveness to omnidirectional and long-distance vibrations. The sensor’s simplicity in microstructure fabrication, ease of assembly, and low cost render it highly promising for applications in engineering machinery with rotating or vibrating components. Full article
(This article belongs to the Special Issue Nature-Inspired and Polymers-Based Flexible Electronics and Sensors)
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<p>An overall model of the sensor and its fabrication process. (<b>a</b>) The fabrication process of the sensor. (<b>b</b>) A 3D model of the sensor and its state after being subjected to vibration. (<b>c</b>) A 2D model of the sensor and its state after being subjected to vibration. (<b>d</b>) A 3D model of the sensor’s working mechanism.</p>
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<p>The conductive ink proportion comparison experiment, the sensor working mechanism, and SEM images, as well as experimental flowcharts and result graphs. (<b>a</b>) An image of the comparative experimental setup. (<b>b</b>) The initial resistance of different PDMS proportions. (<b>c</b>) The results of the control experiment. (<b>d</b>) An SEM image illustrating the sensor’s operational mechanism. (<b>e</b>) Response time of the sensor at pressures of 10 kPa, 25 kPa and 500 kPa, respectively. (<b>f</b>) The recovery time of the sensor at pressures of 10 kPa, 25 kPa and 500 kPa, respectively. (<b>g</b>) Relative resistance change curve of the pressure sensor at pressures from 0 to 150 kPa. (<b>h</b>) The results of the experiment.</p>
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<p>Sensor responses to different vibration frequencies. (<b>a</b>) The response of the sensor to an input vibration frequency of 100 Hz. (<b>b</b>) The response of the sensor to an input vibration frequency of 150 Hz. (<b>c</b>) The response of the sensor to an input vibration frequency of 200 Hz. (<b>d</b>) The response of the sensor to an input vibration frequency of 250 Hz. (<b>e</b>) The response of the sensor to an input vibration frequency of 300 Hz. (<b>f</b>) The response of the sensor to an input vibration frequency of 400 Hz. (<b>g</b>) The FFT analysis of the sensor’s response to input vibration signals ranging from 100 to 400 Hz. (<b>h</b>) The results of the sensor’s response after filtering for input vibration signals in the 100–400 Hz range.</p>
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<p>Detailed experiments on the sensor’s response to resonance and its performance under low-frequency conditions. (<b>a</b>) The peak response of the sensor to vibrations at frequencies ranging from 50 Hz to 300 Hz. (<b>b</b>) Peak values of the sensor’s response signals for vibrations at frequencies between 150 Hz and 220 Hz (an increment of 10 Hz). (<b>c</b>) The FFT analysis of the sensor’s response to input vibration signals at 50 Hz and 75 Hz. (<b>d</b>) The results of filtering the sensor’s response to input vibration signals at 50 Hz and 75 Hz. (<b>e</b>) The response of the sensor to mechanical vibrations at a constant frequency of 100 Hz but with varying accelerations. (<b>f</b>) The linearity of the sensor’s response to different acceleration signals.</p>
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<p>Applications of the sensor on a power drill and mobile phone (<b>a</b>). A photograph of the sensor applied to the power drill. (<b>b</b>) The voltage response of the sensor to the vibration signals during the forward rotation of the drill. (<b>c</b>) The FFT analysis of the voltage response signals from the sensor during the forward rotation of the drill. (<b>d</b>) A photograph of the sensor applied to the mobile phone. (<b>e</b>) The voltage response of the sensor to the vibration signals during the reverse rotation of the drill. (<b>f</b>) The FFT analysis of the voltage response signals from the sensor during the reverse rotation of the drill. (<b>g</b>) The voltage response of the sensor to the vibration signals from the mobile phone. (<b>h</b>) An amplified view of the sensor’s voltage response to the mobile phone’s vibration signals. (<b>i</b>) The FFT analysis of the voltage response signals from the sensor regarding the mobile phone’s vibration signals.</p>
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<p>The evaluation of the sensor’s omnidirectional and long-distance response capabilities. (<b>a</b>) A schematic representation of the omnidirectional response capability testing experiment. (<b>b</b>) The specific response of the sensor to impact signals at various angles. (<b>c</b>) The comprehensive response of the sensor to impact signals at different angles. (<b>d</b>) The schematic representation of the long-distance response capability testing experiment. (<b>e</b>) The results of the sensor’s response to impact signals at varying distances.</p>
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22 pages, 574 KiB  
Review
Fire Hazards Caused by Equipment Used in Offshore Oil and Gas Operations: Prescriptive vs. Goal-Oriented Legislation
by Dejan Brkić
Fire 2025, 8(1), 29; https://doi.org/10.3390/fire8010029 - 16 Jan 2025
Viewed by 916
Abstract
This article offers a concise overview of the best practices for safety in offshore oil and gas operations, focusing on the risks associated with various types of equipment, particularly on the risk of fire. It identifies specific machinery and systems that could pose [...] Read more.
This article offers a concise overview of the best practices for safety in offshore oil and gas operations, focusing on the risks associated with various types of equipment, particularly on the risk of fire. It identifies specific machinery and systems that could pose hazards, assesses their potential impact on safety, and explores conditions that may lead to accidents. Some of the largest accidents were analyzed for their associations with fire hazards and specific equipment. Two primary regulatory approaches to offshore safety are examined: the prescriptive approach in the United States (US) and the goal-oriented approach in Europe. The prescriptive approach mandates strict compliance with specific regulations, while in the goal-oriented approach a failure to adhere to recognized best practices can result in legal accountability for negligence, especially concerning human life and environmental protection. This article also reviews achievements in safety through the efforts of regulatory authorities, industry collaborations, technical standards, and risk assessments, with particular attention given to the status of Mobile Offshore Drilling Units (MODUs). Contrary to common belief, the most frequent types of accidents are not those involving a fire/explosion caused by the failure of the Blowout Preventer (BOP) after a well problem has already started. Following analysis, it can be concluded that the most frequent type of accident typically occurs without fire and is due to material fatigue. This can result in the collapse of the facility, capsizing of the platform, and loss of buoyancy of mobile units, particularly in bad weather or during towing operations. It cannot be concluded that accidents can be more efficiently prevented under a specific type of safety regime, whether prescriptive or goal-oriented. Full article
(This article belongs to the Special Issue Fire Safety Management and Risk Assessment)
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<p>NORSOK D-010 concept of two independent well barriers: (<b>a</b>) Conceptual sketch and (<b>b</b>) an example from real engineering practice.</p>
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26 pages, 21318 KiB  
Article
Analysis of the Influence of Incorporating Different Thermal-Insulating Materials into the Sub-Ballast Layers
by Libor Ižvolt, Peter Dobeš, Martin Mečár and Deividas Navikas
Buildings 2025, 15(2), 239; https://doi.org/10.3390/buildings15020239 - 15 Jan 2025
Viewed by 462
Abstract
Adverse climatic conditions, particularly excessive water and frost, necessitate the design of thick protective sub-ballast layers when dealing with frost-susceptible subgrade surfaces, especially when using standard natural materials (crushed aggregate or gravel–sand). Given the current preference for conserving natural construction materials and promoting [...] Read more.
Adverse climatic conditions, particularly excessive water and frost, necessitate the design of thick protective sub-ballast layers when dealing with frost-susceptible subgrade surfaces, especially when using standard natural materials (crushed aggregate or gravel–sand). Given the current preference for conserving natural construction materials and promoting sustainable development in the dimensioning of sub-ballast layers, it is advisable to incorporate various thermal insulation, composite, or suitable recycled materials in their design. Therefore, the paper analyses the impact of incorporating different thermal insulation materials (including extruded polystyrene, Liapor, Liapor concrete, and composite foam concrete) into sub-ballast layers. As part of the experimental research, these modified sub-ballast layers were constructed on a real scale in the outdoor environment of the University of Žilina (UNIZA) campus. They were subsequently compared in terms of their thermal resistance to climatic loads. The research results demonstrate that extruded polystyrene provides the optimal thermal insulation effect in modified sub-ballast layers, which was subsequently used in the numerical modelling of railway track structure freezing under different climatic loads. Full article
(This article belongs to the Section Building Materials, and Repair & Renovation)
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<p>Plan view of the DRETM test stand—localisation of measurement profiles with standard and modified structural composition of the sub-ballast layers.</p>
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<p>Test stand DRETM during the winter period.</p>
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<p>Trime-Pico T3/IPH44 moisture probe and HD2 reading device (<b>left</b>), Pt1000 ground temperature sensor located on the surface of the ballast bed and connection of the individual sensors to the data logger located in the distributor (photo in the (<b>middle</b>)), Comet T3419 sensor (<b>right</b>).</p>
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<p>Standard construction of the sub-ballast layers—a protective layer built of crushed aggregate.</p>
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<p>Modified sub-ballast layers—a protective layer of crushed aggregate partially reduced by the application of a thermal-insulating layer of extruded polystyrene.</p>
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<p>Modified construction of the sub-ballast layers—a protective layer of crushed aggregate partially reduced by the application of a reinforcing and thermal-insulating layer of Liapor concrete.</p>
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<p>Modified construction of the sub-ballast layers—a protective layer of crushed aggregate partially reduced by the application of a thermal-insulating layer of Liapor (commercially known as Keramzit).</p>
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<p>Modified construction of the sub-ballast layers—a protective layer of crushed aggregate partially reduced by the application of a reinforcing and thermal insulation layer of composite foam concrete.</p>
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<p>Photographs of the installation of thermal insulation layers are shown from (<b>top left</b>) to (<b>bottom right</b>): the installation of a structural layer of extruded polystyrene (<b>top left</b>), a layer of Liapor concrete (<b>top right</b>), a layer of Liapor fr. 0/16 mm (<b>bottom left</b>), and the installation of a composite layer of foam concrete (<b>bottom right</b>).</p>
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<p>Evaluation of the air frost index <span class="html-italic">I<sub>F</sub></span> for the winter period 2016/2017—(<b>left</b>) and winter period 2018/2019—(<b>right</b>).</p>
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<p>Determined value of frost depth <span class="html-italic">D<sub>F</sub></span> for the winter period 2018/2019 in measurement profile no. 1 (without built-in thermal insulation material)—(<b>top</b>) and in measurement profile no. 3 (with a built-in layer of extruded polystyrene—XPS)—(<b>bottom</b>).</p>
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<p>Determined value of frost depth <span class="html-italic">D<sub>F</sub></span> for the winter period 2018/2019 in measurement profile no. 1 (without built-in thermal insulation material)—(<b>top</b>) and in measurement profile no. 3 (with a built-in layer of extruded polystyrene—XPS)—(<b>bottom</b>).</p>
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<p>The course of minimum mean daily air temperatures <span class="html-italic">θ<sub>s</sub></span> in the individual measurement profiles during the winter period 2018/2019 and during 2019 ((<b>top</b>)—at the sub-ballast upper surface level, (<b>bottom</b>)—between the sub-ballast upper surface level and the thermal insulation layer).</p>
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<p>The course of minimum mean daily air temperatures <span class="html-italic">θ<sub>s</sub></span> in the individual measurement profiles during the winter period 2018/2019 and during 2019 ((<b>top</b>)—at the level below the thermal insulation material, (<b>bottom</b>)—detail of the comparison of temperatures in the individual levels of MP1 and MP3 in the winter period 2018/2019).</p>
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<p>Unmelted snow cover during a period of warming above MP3 (with an embedded layer of XPS).</p>
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<p>Example of a numerical model with finite element method calculations (<b>left</b>); material composition of the numerical models (<b>centre</b>); and colour coding of the temperatures achieved in the structural layers and subgrade during the freezing process of the numerical model (<b>right</b>).</p>
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<p>Numerical model of the modified sub-ballast layers (with an embedded XPS layer of 80 mm thickness across the entire width of the subgrade surface)—(<b>top</b>). Day 448 of the numerical model (the last day of the severe cold period with daily mean temperatures below −10 °C)—(<b>bottom</b>).</p>
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<p>Day 453 of the numerical model (day of reaching the largest lateral freezing of the subgrade surface)—(<b>top</b>), day 531 of the numerical model (day of reaching the maximum value of the air frost index <span class="html-italic">I<sub>F</sub></span> = 2000 °C, day)—(<b>bottom</b>).</p>
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<p>Numerical model of the modified sub-ballast layers (embedded layer of XPS with a structural thickness of 80 mm or 180 mm up to a distance of 2.50 m from the embankment slope)—(<b>top</b>), the specific day of reaching the greatest frost depth in the numerical model (453rd day)—(<b>bottom</b>).</p>
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23 pages, 9965 KiB  
Article
Multi-Level Matching Optimization Design of Thin-Walled Beam Cross-Section for Tri-Axle Unmanned Forestry Vehicle Frame
by Qiang Chen, Yilu Zhao, Dequan Wang, Zhongjia Chen, Qingchun Wang and Xiangyue Yuan
Forests 2025, 16(1), 69; https://doi.org/10.3390/f16010069 - 3 Jan 2025
Viewed by 747
Abstract
With the advancement of forestry modernization, the research and development of forestry vehicles provide solid technical support for the efficiency and sustainability of forest operations. This study aims to reduce the mass of the forest-use tri-axle unmanned vehicle frame through structural optimization design, [...] Read more.
With the advancement of forestry modernization, the research and development of forestry vehicles provide solid technical support for the efficiency and sustainability of forest operations. This study aims to reduce the mass of the forest-use tri-axle unmanned vehicle frame through structural optimization design, improve its static and dynamic characteristics, and enhance vehicle mobility and environmental adaptability while maintaining or enhancing its structural strength and stability. Initially, the finite element model of the vehicle frame was established using the finite element software Hypermesh (2022), and its static and dynamic characteristics were analyzed using OptiStruct (2022) software. The accuracy of the finite element calculations was verified through experiments. Subsequently, a sensitivity analysis method was employed to screen the design variables of the thin-walled beam structure of the forest-use tri-axle unmanned vehicle. Response surface models were created using least squares regression (LSR) and radial basis function network (RBF). Considering indicators such as frame mass, modal frequency, and maximum bending and torsional stresses, the multi-objective genetic algorithm (MOGA) was applied to achieve a multi-objective lightweight design of the vehicle frame. This comprehensive optimization method is rarely reported in forestry vehicle design. By employing the proposed optimization approach, a weight reduction of 10.1 kg (a 7.44% reduction) was achieved for the vehicle frame without compromising its original static and dynamic performance. This significant lightweighting result demonstrates considerable practical application potential in the field of forestry vehicle lightweight design. It responds to the demand for efficient and environmentally friendly forestry machinery under forestry modernization and holds important implications for reducing energy consumption and operational costs. Full article
(This article belongs to the Section Forest Operations and Engineering)
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<p>Technical route.</p>
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<p>Geometry model of the triaxial unmanned vehicle frame.</p>
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<p>Finite element model of the triaxial unmanned vehicle frame.</p>
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<p>Constraints under full-load bending condition.</p>
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<p>Stress cloud diagram under full-load bending condition.</p>
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<p>Displacement cloud diagram under full-load bending condition.</p>
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<p>Constraints under full-load torsional condition.</p>
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<p>Stress cloud diagram under full-load torsional condition.</p>
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<p>Displacement cloud diagram under full-load torsional condition.</p>
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<p>Mode shapes of the first six modes of the frame. (<b>a</b>) First-order mode shape; (<b>b</b>) second-order mode shape; (<b>c</b>) third-order mode shape; (<b>d</b>) fourth-order mode shape; (<b>e</b>) fifth-order mode shape; (<b>f</b>) sixth-order mode shape.</p>
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<p>Diagram of the strain gauge structure.</p>
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<p>Bending and torsional testing of the frame. (<b>a</b>) Bending test; (<b>b</b>) torsion test.</p>
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<p>Frame modal testing setup.</p>
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<p>Frequency response function curve of the frame modal analysis.</p>
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<p>Relative sensitivity analysis results. (<b>a</b>) Relative sensitivity of frame bending stiffness; (<b>b</b>) relative sensitivity of frame torsional stiffness; (<b>c</b>) relative sensitivity of frame first-order frequency.</p>
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<p>Relative sensitivity analysis results. (<b>a</b>) Relative sensitivity of frame bending stiffness; (<b>b</b>) relative sensitivity of frame torsional stiffness; (<b>c</b>) relative sensitivity of frame first-order frequency.</p>
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<p>Sampling from the modified expandable lattice sequence method.</p>
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<p>Precision verification of the surrogate model. (<b>a</b>) Frame mass; (<b>b</b>) frame first-order modal frequency; (<b>c</b>) maximum bending stress; (<b>d</b>) maximum torsional stress.</p>
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<p>Precision verification of the surrogate model. (<b>a</b>) Frame mass; (<b>b</b>) frame first-order modal frequency; (<b>c</b>) maximum bending stress; (<b>d</b>) maximum torsional stress.</p>
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<p>Response surfaces for frame mass, first mode frequency, maximum bending stress, and maximum torsional stress. (<b>a</b>) Mass response surface; (<b>b</b>) first-order frequency response surface; (<b>c</b>) maximum bending stress response surface; (<b>d</b>) maximum torsional stress response surface.</p>
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<p>MOGA computation process.</p>
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<p>Pareto front for mass, first mode frequency, and maximum bending stress.</p>
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<p>Pareto front for mass, first mode frequency, and maximum torsional stress.</p>
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<p>Optimized Stress Cloud Diagram for Full-Load Bending Condition.</p>
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<p>Optimized stress cloud diagram for full-load torsional condition.</p>
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15 pages, 4641 KiB  
Article
Driving Intention Recognition of Electric Wheel Loader Based on Fuzzy Control
by Qihuai Chen, Yuanzheng Lin, Mingkai Xu, Haoling Ren, Guanjie Li and Tianliang Lin
Sensors 2025, 25(1), 32; https://doi.org/10.3390/s25010032 - 24 Dec 2024
Viewed by 477
Abstract
Energy conservation and emission reduction is a common concern in various industries. The construction process of electric wheel loaders has the advantages of being zero-emission and having a high energy efficiency, and has been widely recognized by the industry. The frequent shift in [...] Read more.
Energy conservation and emission reduction is a common concern in various industries. The construction process of electric wheel loaders has the advantages of being zero-emission and having a high energy efficiency, and has been widely recognized by the industry. The frequent shift in wheel loader working processes poses a serious challenge to the operator. Automatic shift is an effective way to improve the operator’s comfort and safety. The driving intention is an important input judgment condition to achieve efficient automatic shift. However, the current methods of vehicle driving intention recognition mainly focus on passenger cars. The working condition of the wheel loader is significantly different from that of the passenger car, with a high shifting frequency and severe load fluctuation. The driving intention recognition method of passenger cars is difficult to transplant directly. In this paper, aiming at the characteristics of wheel loader working conditions, a fuzzy recognition method based on fuzzy control is applied to driving intention recognition for electric wheel loaders. The throttle, throttle change rate and braking signals are used as inputs for recognizing the driving intention at the current moment of the whole machine. Five types of driving intentions, namely, rapid acceleration, normal acceleration, acceleration maintenance, deceleration and braking, are defined and recognized. In order to verify the effectiveness of the proposed method, simulation and experimental research are carried out. The results show that the proposed driving intention recognition method can effectively identify the driver’s intention and provide effective shift signal input for the wheel loader. Full article
(This article belongs to the Section Vehicular Sensing)
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<p>Schematic diagram of wheel loader walking and shifting.</p>
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<p>Opening and opening change rate curve under throttle fast stepping.</p>
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<p>Opening and opening change rate curve under throttle quick release.</p>
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<p>The membership function of accelerator pedal opening degree.</p>
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<p>The membership function of throttle opening change rate.</p>
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<p>Driver’s intention membership function.</p>
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<p>Flow chart of driving intention recognition.</p>
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<p>Driving intention recognition simulation model.</p>
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<p>Driving intention recognition input.</p>
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<p>Driving intention recognition input.</p>
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<p>Driving intention recognition results.</p>
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<p>Comprehensive test platform for electromechanical hydraulic transmission system of electric wheel loader.</p>
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<p>Driving intention recognition test results.</p>
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21 pages, 3969 KiB  
Article
A Lightweight Kernel Density Estimation and Adaptive Synthetic Sampling Method for Fault Diagnosis of Rotating Machinery with Imbalanced Data
by Wenhao Lu, Wei Wang, Xuefei Qin and Zhiqiang Cai
Appl. Sci. 2024, 14(24), 11910; https://doi.org/10.3390/app142411910 - 19 Dec 2024
Viewed by 649
Abstract
Rotating machinery is widely used across various industries, making its reliable operation crucial for industrial production. However, in real-world settings, intelligent fault diagnosis faces challenges due to imbalanced fault data and the complexity of neural network models. These challenges are particularly pronounced when [...] Read more.
Rotating machinery is widely used across various industries, making its reliable operation crucial for industrial production. However, in real-world settings, intelligent fault diagnosis faces challenges due to imbalanced fault data and the complexity of neural network models. These challenges are particularly pronounced when defining decision boundaries accurately and managing limited computational resources in real-time machine monitoring. To address these issues, this study presents KDE-ADASYN-based MobileNet with SENet (KAMS), a lightweight convolutional neural network designed for fault diagnosis in rotating machinery. KAMS effectively handles data imbalances commonly found in industrial applications and is optimized for real-time monitoring. The model employs the Kernel Density Estimation Adaptive Synthetic Sampling (KDE-ADASYN) algorithm for oversampling to balance the data, applies fast Fourier transform (FFT) to convert time-domain signals into frequency-domain signals, and utilizes a 1D-MobileNet network enhanced with a Squeeze-and-Excitation (SE) block for feature extraction and fault diagnosis. Experimental results across datasets with varying imbalance ratios demonstrate that KAMS achieves excellent performance, maintaining nearly 90% accuracy even on highly imbalanced datasets. Comparative experiments further demonstrate that KAMS not only delivers exceptional diagnostic performance but also significantly reduces network parameters and computational resource requirements. Full article
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<p>The KAMS fault diagnosis framework.</p>
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<p>The structure of 1D-SENet network.</p>
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<p>The structure of 1D depthwise separable convolution.</p>
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<p>The structure of 1D-MobileNet network integrated with the SE block.</p>
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<p>Test rig of HUST bearing dataset.</p>
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<p>Diagnosis results of the proposed method on PU datasets.</p>
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<p>Confusion matrix of the proposed method on PU datasets.</p>
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<p>Diagnosis results of the proposed method on HUST datasets.</p>
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<p>Confusion matrix of the proposed method on HUST datasets.</p>
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24 pages, 16904 KiB  
Article
Dynamic Response of Electromechanical Coupled Motor Gear System with Gear Tooth Crack
by Zhaoyuan Yao, Tianliang Lin, Qihuai Chen and Haoling Ren
Machines 2024, 12(12), 918; https://doi.org/10.3390/machines12120918 - 15 Dec 2024
Viewed by 619
Abstract
The motor gear system (MGS) is recognized for its potential in enhancing transmission efficiency and optimizing space utilization. However, the system is subjected to challenges, notably the occurrence of abnormal vibrations. These issues stem from the dynamic interaction between the motor and gears, [...] Read more.
The motor gear system (MGS) is recognized for its potential in enhancing transmission efficiency and optimizing space utilization. However, the system is subjected to challenges, notably the occurrence of abnormal vibrations. These issues stem from the dynamic interaction between the motor and gears, the presence of nonlinear factors in gear system, and the impact of gear faults, all of which contribute to complex vibration patterns. Traditional dynamic models have been found to be inadequate in effectively addressing the complexities associated with electromechanical coupling problems in MGS. To address these limitations, a comprehensive analysis approach is proposed in this paper, which is grounded in the development of an electromechanical coupling model. This method involves establishing a coupled dynamic model of the motor and gear system, integrating numerical simulations, and experimental validations to thoroughly analyze the vibration characteristics of the system. Through this multifaceted methodology, a detailed analysis of the system’s vibration characteristics is conducted. The results indicate that internal excitations from tooth root cracks not only directly affect dynamic characteristics of the gear transmission system (GTS) but also indirectly influence dynamic behavior of the motor, which offers valuable insights into modeling integrated MGS and provides significant solutions for fault diagnosis within these systems. Full article
(This article belongs to the Section Electrical Machines and Drives)
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<p>The structure of the motor gear system.</p>
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<p>Electromechanical coupling dynamic model of MGS.</p>
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<p>Principal diagram of PMSM control.</p>
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<p>Simplified model of the motor rotor.</p>
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<p>Model of the GTS.</p>
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<p>Critical section at the tooth root.</p>
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<p>Effective cross-section at the crack location.</p>
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<p>The comparison of meshing stiffness results.</p>
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<p>The meshing stiffness for one rotation cycle.</p>
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<p>Experimental test platform of GTS: 1. worktable; 2. tachometer; 3. speed controller; 4. PMSM; 5. gearbox; 6. vibration sensor; 7. magnetic powder brake; 8. brake control.</p>
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<p>Comparison of lateral vibration acceleration without crack fault. (<b>a</b>) Experimental results of acceleration signal. (<b>b</b>) Simulation results of vibration acceleration.</p>
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<p>Comparison of lateral vibration acceleration under fault of tooth root crack. (<b>a</b>) Experimental results of acceleration signal. (<b>b</b>) Simulation results of vibration acceleration.</p>
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<p>Comparison of lateral vibration acceleration under fault of tooth root crack. (<b>a</b>) Experimental results of acceleration signal. (<b>b</b>) Simulation results of vibration acceleration.</p>
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<p>Dynamic response of displacement <span class="html-italic">y<sub>p</sub></span> for different crack depths. (<b>a</b>) Time series response of <span class="html-italic">y<sub>p</sub></span>. (<b>b</b>) Spectrum responses of <span class="html-italic">y<sub>p</sub></span>.</p>
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<p>Dynamic response of DTE for different crack depths. (<b>a</b>) Time series response of DTE. (<b>b</b>) Spectrum responses of DTE.</p>
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<p>Dynamic response of DTE for different crack depths. (<b>a</b>) Time series response of DTE. (<b>b</b>) Spectrum responses of DTE.</p>
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<p>The response of motor speed for different crack depth.</p>
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<p>The response of motor torque for different crack depth.</p>
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<p>The response of motor current FOR different crack depth. (<b>a</b>) Time series response of motor current. (<b>b</b>) Spectrum responses of motor current.</p>
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<p>The response of motor current FOR different crack depth. (<b>a</b>) Time series response of motor current. (<b>b</b>) Spectrum responses of motor current.</p>
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<p>Geometry and segment model of the spur gear.</p>
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<p>Graphical visualization of the gear backlash characteristics.</p>
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<p>A schematic diagram of the gear teeth mesh for involute spur gear pair.</p>
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33 pages, 17311 KiB  
Article
Development of a Virtual Telehandler Model Using a Bond Graph
by Beatriz Puras, Gustavo Raush, Javier Freire, Germán Filippini, Pedro Roquet, Manel Tirado, Oriol Casadesús and Esteve Codina
Machines 2024, 12(12), 878; https://doi.org/10.3390/machines12120878 - 4 Dec 2024
Viewed by 942
Abstract
Recent technological advancements and evolving regulatory frameworks are catalysing the integration of renewable energy sources in construction equipment, with the objective of significantly reducing greenhouse gas emissions. The electrification of non-road mobile machinery (NRMM), particularly self-propelled Rough-Terrain Variable Reach Trucks (RTVRT) equipped with [...] Read more.
Recent technological advancements and evolving regulatory frameworks are catalysing the integration of renewable energy sources in construction equipment, with the objective of significantly reducing greenhouse gas emissions. The electrification of non-road mobile machinery (NRMM), particularly self-propelled Rough-Terrain Variable Reach Trucks (RTVRT) equipped with telescopic booms, presents notable stability challenges. The transition from diesel to electric propulsion systems alters, among other factors, the centre of gravity and the inertial matrix, necessitating precise load capacity determinations through detailed load charts to ensure operational safety. This paper introduces a virtual model constructed through multiphysics modelling utilising the bond graph methodology, incorporating both scalar and vector bonds to facilitate detailed interconnections between mechanical and hydraulic domains. The model encompasses critical components, including the chassis, rear axle, telescopic boom, attachment fork, and wheels, each requiring a comprehensive three-dimensional treatment to accurately resolve spatial dynamics. An illustrative case study, supported by empirical data, demonstrates the model’s capabilities, particularly in calculating ground wheel reaction forces and analysing the hydraulic self-levelling behaviour of the attachment fork. Notably, discrepancies within a 10% range are deemed acceptable, reflecting the inherent variability of field operating conditions. Experimental analyses validate the BG-3D simulation model of the telehandler implemented in 20-SIM establishing it as an effective tool for estimating stability limits with satisfactory precision and for predicting dynamic behaviour across diverse operating conditions. Additionally, the paper discusses prospective enhancements to the model, such as the integration of the virtual vehicle model with a variable inclination platform in future research phases, aimed at evaluating both longitudinal and lateral stability in accordance with ISO 22915 standards, promoting operator safety. Full article
(This article belongs to the Section Vehicle Engineering)
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<p>(<b>a</b>) Telescopic machine. Source: AUSA; (<b>b</b>) virtual model (20-SIM animation tool) of telescopic machine.</p>
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<p>Main causes of overturn accident. Source: Health &amp; Safety Executive, HSE (UK) [<a href="#B7-machines-12-00878" class="html-bibr">7</a>].</p>
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<p>Modelling dynamic behaviour of the telehandler. Blue line: modelisation; red line: experimentation.</p>
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<p>Icons representing 3D prismatic joint; 3D rotation joint; spherical joint; rigid body; 3D rotation (R); and 3D transformation between point A and B (T) and bond graph 3D dynamics (PJ).</p>
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<p>Telehandler model (3D bond graph scheme).</p>
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<p>Bond graph representation of platform submodel (3D bond graph scheme).</p>
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<p>Bond graph representation of rear axle mechanism model and Steering System Model (3D bond graph scheme).</p>
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<p>Bond graph representation of tyre/soil interaction model (3D bond graph scheme).</p>
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<p>Bond graph representation of Telescopic Arm System Model (3D bond graph scheme): 1—boom, 6—telescopic arm, 8—attachment unit (fork), 10—load, 4 and 5—lift cylinders, 9—extension cylinder, 6 and 7—tilt cylinders, 2 and 3—slave cylinders.</p>
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<p>(<b>a</b>) Real cylinder, (<b>b</b>) Bond graph representation of hydraulic cylinder submodel (3D bond graph scheme), (<b>c</b>) Prismatic Joint 3D Bond Graph, (<b>d</b>) Hydraulic cylinder 1D Bond Graph.</p>
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<p>Hydraulic circuit corresponding to the actuation of the telescopic arm and its attachment.</p>
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<p>Hydraulic actuator system of boom arm (1D-BG submodel scheme).</p>
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<p>Load-holding valve, also called overcentre valve (1D-BG submodel scheme).</p>
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<p>Hydraulic block of directional control valves (1D-BG submodel scheme).</p>
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<p>Directional control valve, DCV (1D-BG submodel scheme).</p>
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<p>Experimental values of the tyre stiffness.</p>
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<p>Numerical simulation results: vertical motion of tyre’s centre of mass. (<b>a</b>) For different values of the tyre stiffness; (<b>b</b>) for damping coefficient = 1 kN s/m.</p>
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<p>(<b>a</b>) Left frontal view; (<b>b</b>) right frontal view of instrumented T164 prototype.</p>
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<p>Experimental ground reaction forces during test of lift movement (upward and downward) with the loads on the fork at 0 kg and 1600 kg, when the telescopic arm is fully retracted.</p>
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<p>Experimental ground reaction forces as a function of mass on the fork attachment. Solid line: maximum values; dashed line: minimum values).</p>
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<p>Experimental evolution of pressures in the chambers of the lift cylinder during the upward and downward movement of the lift arm for four load conditions.</p>
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<p>Experimental operating values of the overcentre valve during the upward and downward movement of the lift arm for four load conditions.</p>
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<p>Numerical ground reaction forces on the wheels (N) and time (s) due to lifting and lowering 1020 kg load, Pos. E.</p>
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<p>Experimental ground reaction forces and numerical for test: lifting and lowering a 640 kg mass: (<b>a</b>) extension in Pos. A and boom up; (<b>b</b>) Pos. A and boom down; (<b>c</b>) Pos. E and boom up; (<b>d</b>) Pos. E and boom down.</p>
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<p>% of difference between numerical and experimental results: (<b>a</b>) extended arm Pos. A; (<b>b</b>) Pos. E.</p>
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<p>Ground reaction forces and extension telescopic position for 640 kg mass on fork. Solid line: experimental values; dashed line: numerical values.</p>
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<p>Numerical values of fork self-levelling.</p>
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14 pages, 2268 KiB  
Article
Enhanced Occupational Safety in Agricultural Machinery Factories: Artificial Intelligence-Driven Helmet Detection Using Transfer Learning and Majority Voting
by Simge Özüağ and Ömer Ertuğrul
Appl. Sci. 2024, 14(23), 11278; https://doi.org/10.3390/app142311278 - 3 Dec 2024
Viewed by 942
Abstract
The objective of this study was to develop an artificial intelligence (AI)-driven model for the detection of helmet usage among workers in tractor and agricultural machinery factories with the aim of enhancing occupational safety. A transfer learning approach was employed, utilizing nine pre-trained [...] Read more.
The objective of this study was to develop an artificial intelligence (AI)-driven model for the detection of helmet usage among workers in tractor and agricultural machinery factories with the aim of enhancing occupational safety. A transfer learning approach was employed, utilizing nine pre-trained neural networks for the extraction of deep features. The following neural networks were employed: MobileNetV2, ResNet50, DarkNet53, AlexNet, ShuffleNet, DenseNet201, InceptionV3, Inception-ResNetV2, and GoogLeNet. Subsequently, the extracted features were subjected to iterative neighborhood component analysis (INCA) for feature selection, after which they were classified using the k-nearest neighbor (kNN) algorithm. The classification outputs of all networks were combined through iterative majority voting (IMV) to achieve optimal results. To evaluate the model, an image dataset comprising 662 images of individuals wearing helmets and 722 images of individuals without helmets sourced from the internet was constructed. The proposed model achieved an accuracy of 90.39%, with DenseNet201 producing the most accurate results. This AI-driven helmet detection model demonstrates significant potential in improving occupational safety by assisting safety officers, especially in confined environments, reducing human error, and enhancing efficiency. Full article
(This article belongs to the Section Agricultural Science and Technology)
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<p>The visual materials utilized in the analytical process.</p>
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<p>Block diagram of the proposed helmet recognition model. The abbreviations in this figure are as follows: F: feature vectors obtained from pre-trained CNNs, INCA: iterative neighborhood component analysis, f: selected feature vectors, kNN: k-nearest neighbor, p: outputs obtained from classifiers, IMV: iterative majority voting, v: weighted voting outputs. In this model, nine feature vectors were extracted from pre-trained CNNs, and these pre-trained CNNs were trained on ImageNet1k, and the most informative features of these features have been extracted by deploying the INCA feature selector; this feature selector is a self-organized feature selector. In the classification phase, by deploying the kNN classifier, nine classification outcomes were generated, and the generated nine kNN-based classification outcomes were utilized as input for the IMV. IMV created more than seven classification outputs. In the last phase, the best out of the 16 created (=9 kNN-based + 7 voted) outcomes were selected by deploying a greedy algorithm. The greedy algorithm selects the outcome with the maximum classification accuracy.</p>
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<p>The confusion matrix used to compute the classification performances. Herein, we have used the helmeted class as a positive class and the unhelmeted class as a negative class. By using the depicted parameters, the classification performances have been computed. Green for true and orange for false classifications.</p>
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<p>Number of features selected by INCA for each CNN used.</p>
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<p>Confusion matrix of the proposed model. Herein, there are 620 true helmeted, 42 false unhelmeted, 91 false helmeted, and 631 true unhelmeted predictions where helmeted positive and unhelmeted define negative classes. Green for true and orange for false classifications.</p>
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24 pages, 2970 KiB  
Review
piRNA Defense Against Endogenous Retroviruses
by Milky Abajorga, Leonid Yurkovetskiy and Jeremy Luban
Viruses 2024, 16(11), 1756; https://doi.org/10.3390/v16111756 - 9 Nov 2024
Cited by 1 | Viewed by 2093
Abstract
Infection by retroviruses and the mobilization of transposable elements cause DNA damage that can be catastrophic for a cell. If the cell survives, the mutations generated by retrotransposition may confer a selective advantage, although, more commonly, the effect of new integrants is neutral [...] Read more.
Infection by retroviruses and the mobilization of transposable elements cause DNA damage that can be catastrophic for a cell. If the cell survives, the mutations generated by retrotransposition may confer a selective advantage, although, more commonly, the effect of new integrants is neutral or detrimental. If retrotransposition occurs in gametes or in the early embryo, it introduces genetic modifications that can be transmitted to the progeny and may become fixed in the germline of that species. PIWI-interacting RNAs (piRNAs) are single-stranded, 21–35 nucleotide RNAs generated by the PIWI clade of Argonaute proteins that maintain the integrity of the animal germline by silencing transposons. The sequence specific manner by which piRNAs and germline-encoded PIWI proteins repress transposons is reminiscent of CRISPR, which retains memory for invading pathogen sequences. piRNAs are processed preferentially from the unspliced transcripts of piRNA clusters. Via complementary base pairing, mature antisense piRNAs guide the PIWI clade of Argonaute proteins to transposon RNAs for degradation. Moreover, these piRNA-loaded PIWI proteins are imported into the nucleus to modulate the co-transcriptional repression of transposons by initiating histone and DNA methylation. How retroviruses that invade germ cells are first recognized as foreign by the piRNA machinery, as well as how endogenous piRNA clusters targeting the sequences of invasive genetic elements are acquired, is not known. Currently, koalas (Phascolarctos cinereus) are going through an epidemic due to the horizontal and vertical transmission of the KoRV-A gammaretrovirus. This provides an unprecedented opportunity to study how an exogenous retrovirus becomes fixed in the genome of its host, and how piRNAs targeting this retrovirus are generated in germ cells of the infected animal. Initial experiments have shown that the unspliced transcript from KoRV-A proviruses in koala testes, but not the spliced KoRV-A transcript, is directly processed into sense-strand piRNAs. The cleavage of unspliced sense-strand transcripts is thought to serve as an initial innate defense until antisense piRNAs are generated and an adaptive KoRV-A-specific genome immune response is established. Further research is expected to determine how the piRNA machinery recognizes a new foreign genetic invader, how it distinguishes between spliced and unspliced transcripts, and how a mature genome immune response is established, with both sense and antisense piRNAs and the methylation of histones and DNA at the provirus promoter. Full article
(This article belongs to the Special Issue The Diverse Regulation of Transcription in Endogenous Retroviruses)
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<p>Retroviral genomic RNA and its transformations. Shown are schematic diagrams for the virion-associated genomic RNA, the viral cDNA, and the unspliced and spliced transcripts that are common to all retroviruses. All retroviruses possess at least the three genes, <span class="html-italic">gag</span>, <span class="html-italic">pol</span>, and <span class="html-italic">env</span>. Note that during reverse transcription, two sequential strand-exchange reactions extend the 5’ and 3’ ends of the cDNA beyond the limits of the genomic RNA template.</p>
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<p>Structure of recKoRV. The koala retrovirus, KoRV-A (shown in gray), encodes gag, pol, and env with long terminal repeats at the ends. PhER (shown in blue), is an endogenous retrovirus with no protein coding capacity. Recombinant KoRV (recKoRV) typically contains the KoRV-A 5’ LTR, truncated gag, truncated env, and 3’ LTR with the 3’end of PhER in the middle.</p>
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<p>Host restriction factors and retroviral antagonists. Restriction factors are shown in red and viral antagonists are shown in blue. CypA: cyclophilin A; KZFPs: Kruppel-associated box (KRAB)-containing zinc finger proteins; HUSH: human silencing hub (HUSH) complex; Vpr: Viral protein R: Vif: Viral infectivity factor; Vpu: Viral protein U; APOBEC3G (apolipoprotein B mRNA editing enzyme, catalytic subunit 3G); SAMHD1: SAM domain and HD domain-containing protein 1.</p>
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<p>piRNA biogenesis in nurse cells of Drosophila ovaries. <span class="html-italic">D. melanogaster</span> ovaries contain a series of developing egg chambers in linearly arranged repetitive strings called ovarioles. An egg chamber is characterized by a germline cyst, which contains 15 germline nurse cells and an oocyte that is surrounded by somatic follicle cells. In the nurse cells, germline dual-strand clusters decorated with H3K9me3 marks bound by Rhino-Deadlock-Cutoff (RDC) complex are transcribed by RNA Polymerase II. These transcripts are exported into the cytoplasm, where they are processed into mature piRNAs by the ping-pong amplification loop or phasing. (<b>a</b>) Ping-pong amplification: The feed forward cleavage of complementary transcripts by Aub and Ago3 results in piRNAs with a 10-nucleotide overlap. (<b>b</b>) Phasing: Armi shuttles Aub bound to a piRNA precursor to the mitochondria where Zucchini generates piRNA intermediates through cleavage adjacent to uridines along the length of the precursor. These piRNA intermediates loaded on Piwi are then processed into mature piRNAs.</p>
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<p>Spermatogenic defects of PIWI mutants in mice and hamsters. In mice, PIWIL2 and PIWIL4 mutants arrest at the zygotene stage of meiosis I and PIWIL1 mutants arrest at the round spermatid stage. In hamsters, PIWIL3-KO does not cause any defect in the testes. PIWIL1-KO results in arrest at the pachytene stage. PIWIL2 and PIWIL4 defective hamsters arrest during mitosis as gonocytes. Solid lines show normal development; red crosses (x) indicate the stage of developmental block.</p>
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<p>Oogenic defects of PIWI mutants in hamsters. PIWIL1 deficiency results in arrest at the 2-cell stage. PIWIL2-KO mutants have no defects in oocytes. PIWIL3 deficient hamsters arrest at the 2-cell stage, but some fertilized oocytes complete development. Solid lines show normal development; red crosses (x) indicate the stage of developmental block.</p>
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<p>Model of innate and adaptive piRNA genome defense. Upon invasion of the germline by a novel retrovirus, the retroviral transcript is directly processed into positive sense piRNAs. Later, the adaptive piRNA response is established where antisense piRNAs are made. These antisense piRNAs can directly target the sense transcript resulting in the co-transcriptional repression of the transposon.</p>
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15 pages, 879 KiB  
Entry
Synthetic Fuels for Decarbonising UK Rural Transport
by Al-Amin Abba Dabo, Andrew Gough and F. Frank Alparslan
Encyclopedia 2024, 4(4), 1553-1567; https://doi.org/10.3390/encyclopedia4040101 - 15 Oct 2024
Cited by 1 | Viewed by 1196
Definition
Decarbonising transport is a crucial element of the UK’s strategy to achieve net-zero carbon emissions by 2050, as the transport sector is currently the largest contributor to the UK’s greenhouse gas emissions. Rural communities face distinct challenges in this effort due to their [...] Read more.
Decarbonising transport is a crucial element of the UK’s strategy to achieve net-zero carbon emissions by 2050, as the transport sector is currently the largest contributor to the UK’s greenhouse gas emissions. Rural communities face distinct challenges in this effort due to their reliance on internal combustion engines (ICEs) across vehicles and machinery essential for daily life, including farming equipment and private transport. While the upcoming ban on new petrol and diesel vehicles paves the way for the adoption of Electric Vehicles (EVs), this solution may not fully address the unique needs of rural areas where infrastructure limitations and specific mobility requirements pose significant barriers. In this context, synthetic fuels, produced using renewable energy sources, offer a potential alternative. These fuels can be used directly in existing internal combustion engines without requiring major modifications and have the added benefit of reducing overall greenhouse gas emissions by capturing CO2 during production. This entry explores the potential advantages of adopting synthetic fuels, particularly in rural areas, and examines how community-based buying cooperatives could support their wider use through bulk purchasing, cost reduction, and community empowerment. Full article
(This article belongs to the Section Social Sciences)
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<p>Net CO<sub>2</sub> impact (gramme CO<sub>2</sub> per gramme of fuel) of synthetic fuel production methods: Sabatier, biomass pyrolysis, and heavy oil upgrading (source: [<a href="#B35-encyclopedia-04-00101" class="html-bibr">35</a>,<a href="#B36-encyclopedia-04-00101" class="html-bibr">36</a>,<a href="#B37-encyclopedia-04-00101" class="html-bibr">37</a>,<a href="#B38-encyclopedia-04-00101" class="html-bibr">38</a>]).</p>
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<p>Applications of Synthetic Fuels in Rural Transport.</p>
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26 pages, 4082 KiB  
Article
A Study of the Multi-Objective Neighboring Only Quadratic Minimum Spanning Tree Problem in the Context of Uncertainty
by Debosree Pal, Haresh Kumar Sharma, Olegas Prentkovskis, Falguni Chakraborty and Lijana Maskeliūnaitė
Appl. Sci. 2024, 14(19), 8941; https://doi.org/10.3390/app14198941 - 4 Oct 2024
Viewed by 768
Abstract
The pursuit of studying the quadratic minimum spanning tree (QMST) problem has captivated numerous academics because of its distinctive characteristic of taking into account the cost of interaction between pairs of edges. A QMST refers to the minimum spanning tree, which is a [...] Read more.
The pursuit of studying the quadratic minimum spanning tree (QMST) problem has captivated numerous academics because of its distinctive characteristic of taking into account the cost of interaction between pairs of edges. A QMST refers to the minimum spanning tree, which is a graph that is both acyclic and minimally connected. It also includes the interaction cost between a pair of edges in the minimum spanning tree. These interaction costs can occur between any pair of edges, whether they are adjacent or non-adjacent. In the QMST problem, our objective is to minimize both the cost of the edges and the cost of interactions. This eventually classifies the task as NP-hard. The interaction costs, sometimes referred to as quadratic costs, inherently exhibit a contradictory relationship with linear edge costs when solving a multi-objective problem that aims to minimize both linear and quadratic costs simultaneously. This study addresses the bi-objective adjacent only quadratic minimum spanning tree problem (AQMSTP) by incorporating the uncertain nature of the linear and quadratic costs associated with the problem. The focus is on the interaction costs between adjacent edges. Consequently, we have introduced a multi-objective problem called the uncertain adjacent only quadratic minimum spanning tree problem (mUAQMSTP) and formulated it using the uncertain chance-constrained programming technique. Afterwards, two MOEAs—non-dominated sorting genetic algorithm II (NSGAII) and duplicate elimination non-dominated sorting evolutionary algorithm (DENSEA)—and the traditional multi-objective solution approach, the global criterion method, are employed to solve the deterministic transformation of the model. Finally, we provide a suitable numerical illustration to substantiate our suggested framework. Full article
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Figure 1

Figure 1
<p>Graphical illustration of the model formulation to solution methodologies employed for the proposed mUAQMSTP.</p>
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<p>An undirected weighted connected network, <math display="inline"><semantics> <mrow> <mi>G</mi> </mrow> </semantics></math>.</p>
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<p>Multiple non-dominated solutions of the bus transportation company provided by the MOEAs in Model (8), namely (<b>a</b>) NSGAII and (<b>b</b>) DENSEA, correspond to the CCM of <math display="inline"><semantics> <mrow> <mi>G</mi> </mrow> </semantics></math> at a confidence level of <math display="inline"><semantics> <mrow> <mn>0.4</mn> </mrow> </semantics></math>.</p>
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<p>Multiple non-dominated solutions of the bus transportation company provided by the MOEAs in Model (8), namely (<b>a</b>) NSGAII and (<b>b</b>) DENSEA, correspond to the CCM of <math display="inline"><semantics> <mrow> <mi>G</mi> </mrow> </semantics></math> at a confidence level of <math display="inline"><semantics> <mrow> <mn>0.9</mn> </mrow> </semantics></math>.</p>
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<p>A possible bus route connecting all the cities for the compromise solution of <math display="inline"><semantics> <mrow> <mi>G</mi> </mrow> </semantics></math> highlighted in bold, as reported in <a href="#applsci-14-08941-t002" class="html-table">Table 2</a> and <a href="#applsci-14-08941-t003" class="html-table">Table 3</a>, at the confidence level (<b>a</b>) 0.4 and (<b>b</b>) 0.9.</p>
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<p>L-V plots of two performance metrics: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>H</mi> <mi>V</mi> </mrow> </semantics></math> and (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>I</mi> <mi>G</mi> <mi>D</mi> </mrow> </semantics></math> for the four mUAQMSTP instances with respect to Model (8) at confidence level 0.4.</p>
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<p>L-V plots of two performance metrics: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>H</mi> <mi>V</mi> </mrow> </semantics></math> and (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>I</mi> <mi>G</mi> <mi>D</mi> </mrow> </semantics></math> for the four mUAQMSTP instances with respect to Model (8) at confidence level 0.9.</p>
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<p>Gardner–Altman plot for the HV generated by the MOEAs for the uncertain instances including <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>10</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>20</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>30</mn> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>40</mn> </mrow> </semantics></math> at confidence levels 0.4 (<b>a</b>–<b>d</b>), and 0.9 (<b>e</b>–<b>h</b>).</p>
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<p>Gardner–Altman plot for the HV generated by the MOEAs for the uncertain instances including <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>10</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>20</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>30</mn> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>40</mn> </mrow> </semantics></math> at confidence levels 0.4 (<b>a</b>–<b>d</b>), and 0.9 (<b>e</b>–<b>h</b>).</p>
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<p>Gardner–Altman plot for the IGD generated by the MOEAs for the uncertain instances including <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>10</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>20</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>30</mn> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>40</mn> </mrow> </semantics></math> at confidence levels 0.4 (<b>a</b>–<b>d</b>), and 0.9 (<b>e</b>–<b>h</b>).</p>
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<p>Gardner–Altman plot for the IGD generated by the MOEAs for the uncertain instances including <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>10</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>20</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>30</mn> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <mi>m</mi> <mi>U</mi> <mi>A</mi> <mi>Q</mi> <mi>M</mi> <mi>S</mi> <mi>T</mi> <mo>_</mo> <mi>I</mi> <mi>n</mi> <mi>s</mi> <mi>t</mi> <mi>a</mi> <mi>n</mi> <mi>c</mi> <mi>e</mi> <mn>40</mn> </mrow> </semantics></math> at confidence levels 0.4 (<b>a</b>–<b>d</b>), and 0.9 (<b>e</b>–<b>h</b>).</p>
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