Mitigating the Bridge End Bump Problem: A Case Study of a New Slab System with a Lower Partition Slab-Pile Foundation by Yu Yang, Chuang Yu, Ze-xiang Wu, Dong-mei Tu

“…The construction of the proposed method is provided, and the results of a case study analyzed by field monitoring and a simulation executed using ABAQUS finite element simulation show good agreement. The results indicate that the mechanical bearing characteristics for the proposed lower partition slab-pile foundation treatment method are better than the conventional deep-seated concrete slab method, and therefore, the structure is more resistant to damage. …”
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Three-Dimensional Nonlinear Seismic Response of Shield Tunnel Spatial End Structure by Yijing Lu, Yongsheng Song, Yanzhen Wang, Jiale Yuan

“…Taking the subsea shield tunnel crossing under the Shantou Gulf, China, as a case study, a three-dimensional finite element global model and a refined local spatial end submodel are established. …”
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Numerical Analysis of Bearing Behavior of the Prebored Precast Pile with an Enlarged Base by Zao Ling, Jiangbin Wu, Weidong Wang

“…Based on the static load tests and key parameters’ tests in deep soft soil in Shanghai, a three-dimensional numerical analysis model was established using ABAQUS finite element software. The transfer law of load among the precast pile, cement soil, and soil around the pile and the action mechanism of the enlarged base were analyzed emphatically, and a sensitivity analysis of the main factors affecting the bearing performance was carried out. …”
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Experimental characterization and numerical modelling analyses of nano-adhesive-bonded joints by Fayssal Hadjez, Brahim Necib

“…The second deals with numerical models which have been developed based on the experimental tests for adhesive joints using the finite element techniques. The numerical simulation has been expressed using the ANSYS software in order to analyze the adhesive lap joint model. …”
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On Determination of the Stress State of an Elastic-Porous Medium by E.A. Mikishanina, A.G. Terentiev

“…In the general case, both tasks are complicated for analytical studies, but they can be solved numerically, for example, by the method of finite element analysis. The problem is significantly simplified for infinitely long cylindrical bodies. …”
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Dimensional Analysis and Validity of Uniaxial Residual Stress Distribution for Welded Box Sections by András Horváth, Dénes Kollár

“…The validity and limitations of uniaxial residual stress assumptions for 59 welded and 51 heated box sections are critically evaluated by using the finite element model-based stress triaxiality parameter. …”
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Competition between microstructure and defect in multiaxial high cycle fatigue by F. Morel, R. Guerchais, N. Saintier

“…This study aims at providing a better understanding of the effects of both microstructure and defect on the high cycle fatigue behavior of metallic alloys using finite element simulations of polycrystalline aggregates. …”
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Biomechanical Effect of Orthodontic Treatment of Canine Retraction by Using Metallic Orthodontic Mini-Implant (OMI) Covered with Various Angles of Revolving Cap by Kuson Tuntiwong, Jui-Ting Hsu, Shih-Guang Yang, Jian-Hong Yu, Heng-Li Huang

“…This study evaluated the biomechanical effects of a metallic orthodontic mini-implant (OMI) covered with various types of angled revolving cap on the peri-OMI bone and the canine periodontal ligament (PDL) by finite element (FE) analyses. Materials and Methods. Three-dimensional FE models included comprised cortical bone and cancellous bone of the maxilla, and the OMIs were created. …”
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Seismic Acceleration Spectrum of Ground Surface under Urban Subway Tunnels with Circular Cross Sections in Soil Deposits Based on SSI by Hamed Fakhriyeh, Reza Vahdani, Mohsen Gerami

“…Using Plaxis 2D and Ansys finite element software, the case study was conducted on a Delhi subway tunnel with horizontal components of acceleration records similar to the construction site.…”
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Study on the Vibration Influence Law of Bored Cast-in-place Pile Construction on Existing Strata and Pipe Trenches by NIE Peng

“…［Method］ Taking a station foundation pit excavation project of Jinan Metro Line 4 as the background, through field tests and numerical simulation methods based on three-dimensional finite element models, the influence of soil layers and power pipe trenches vibration caused by rotary drilling construction is analyzed considering factors such as vibration source distance, burial depth, excavation depth, different power pipe trench positions, and the number of piles under simultaneous construction. …”
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Conservativeness Study on the Seismic Analysis Method for Research Reactor Plant Structure Based on TMSR-LF1 by Rencong Dai, Wei Gong, Xiao Wang, Xiaoyan Wang, Decheng Cui

“…This paper analyzes the plant structure seismic performance of the 2WMt Thorium Molten Salt Reactor-Liquid Fuel 1 (TMSR-LF1) at the Shanghai Institute of Applied Physics, Chinese Academy of Sciences under the action of frequent earthquakes, fortification earthquakes, and rare earthquakes was analyzed by finite element software PKPM based on the seismic design method of civil code +1°. …”
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Contact between the components of a knee prosthesis: numerical and experimental study by D. Cerniglia, T. Ingrassia, L. D’Acquisto, M. Saporito, D. Tumino

“…The possibility to evaluate the contact area at different loads and mutual position between femur and tibia is, therefore, of fundamental importance to study the service life of a prosthesis and to improve its performance. The finite element numerical approach has required the acquisition, through reverse engineering, and CAD modelling of the prosthetic components. …”
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Exploring Multi-Scale Thermal Behaviour in Pin-on-Disc Systems for Organic, Metallic, Ceramic, and Polymer Composites by Hemant Nagoriya, Gaurav Arora

“…This paper presents a multi-scale strategy for the thermal simulation of frictional systems, such as brakes, considering the microscale properties of the polymer composites. A finite element model is supposed to model the system components at the macro scale. …”
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Grain kernel damage during threshing: a comprehensive review of theories and models by George Ashwehmbom Looh, Fangping Xie, Xiushan Wang, Augustine Ngiejungbwen Looh, Hamdaoui Hind

“…These include contact theory, fracture mechanics models, discrete element modeling, and finite element analysis. This review delves into how these theories elucidate the influence of grain characteristics, such as moisture content and kernel size, on susceptibility to damage. …”
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Study on an Improved Algorithm for Helical Gear Meshing Stiffness and Its Influencing Factors by Liu Ziqian, Sun Yu, Zhou Chaodong, Jiang Yanjun, Feng Nan, Zhao Linyan

“…Compared with the finite element method, the accuracy of the modified algorithm is verified and the calculation accuracy of the helical gear meshing stiffness is improved. …”
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Estimation of stepwise crack propagation in ceramic laminates with strong interfaces by K. Štegnerová, P. Hutař

“…Fracture parameters were computed numerically and by author’s routines. Finite element models were developed in order to obtain a stress distribution in the laminate containing a crack and to simulate crack propagation. …”
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An Approach to Estimate SCC Growing Rate in Slow Strain Rate Tensile Test Based on EPFEM by Shuai Wang, He Xue, Yinghao Cui, Fuqiang Yang, Rui Guo

“…As a supplementary means to obtain the crack growth rate during the test, the SSRT process of nickel-based Alloy 600 CT specimens is investigated by using the elastic-plastic finite element method (EPFEM) in this paper. Based on the consideration that both the elastic-plastic deformation and crack length of the specimen would affect the relationship between the load and the displacement of the loading point during the SSRT test, the relationship between the loading point displacement caused by crack propagation ΔLc and plastic deformation ΔLp is separated by EPFEM. …”
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Numerical Theoretical Study on Mechanical Properties of New Reinforced Tenon Precast Shear Walls by Wei Chen, Qing Wu, Dongyue Wu, Longji Dang, Feifei Jiang

“…In order to eliminate the horizontal slippage along the assemble joint and optimize the mechanical performance of horizontal joint connections, a new reinforced tenon joint precast shear wall is proposed in this paper. Finite element numerical simulations are conducted on three reinforced tenon joint specimens and a reference specimen to understand the mechanical properties of the reinforced tenon and boundary confinement components of shear wall. …”
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Design and Experimental Study of Composite Cross Arm Tension Release Device by Wenbin Li, Junzhe Lin, Xinlong Wang, Yanlin Li, Xiaolei Zhang, Junfeng Bai, Dehong Wang

“…The mechanical performance of this structure was assessed through both full-scale tests and finite element simulations, confirming that the structure operates within an elastic range. …”
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Mechanical Behavior and Calculation Method for RC Fifteen-Pile Cap of Mixed Passenger and Freight Railway Bridge by Hongmeng Huang, Lu Cui, Wei Lu

“…Based on the fifteen-pile thick cap of mixed passenger and freight railway, the influencing factors on cap bearing capacity were analyzed using finite element method (FEM). The variations of load-bearing capacity and mechanical behavior of thick cap were characterized by introducing rigid angle α. …”
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