Showing 1,381 - 1,400 results of 2,135 for search '"finite element"', query time: 0.06s Refine Results
  1. 1381

    Dynamic and Structural Performances of a New Sailcraft Concept for Interplanetary Missions by Alessandro Peloni, Daniele Barbera, Susanna Laurenzi, Christian Circi

    Published 2015-01-01
    “…Membrane deformations, structural offset, and sail vibration frequencies are determined through finite element method, adopting a variable pretensioning scheme. …”
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    Article
  2. 1382

    Fatigue Life Assessment of Orthotropic Steel Deck with UHPC Pavement by Xu Jiang, Yuan Yuan, Chong Wu, Chengwei Luo

    Published 2017-01-01
    “…This paper aims at presenting the numerical analysis on the fatigue performance of the orthotropic steel deck using ultrahigh performance concrete (UHPC) overlay as the deck pavement instead of the conventional asphalt concrete pavement. By using finite element method (FEM) model, stress distribution at fatigue sensitive locations under the action of wheel loads is characterized and the obtained stress ranges indicate that the UHPC pavement significantly reduces the magnitude of the stress peak valued. …”
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    Article
  3. 1383

    Simulation of the Electro-Superconducting System Based on the H Equation by Jun Zhang

    Published 2022-01-01
    “…In order to reduce the levitation energy consumption and increase the levitation air gap, a simulation study of the electrochemistry superconducting magnetic levitation system based on the H equation is proposed. Through finite element simulation, the magnetic field distribution, current distribution, force, and other characteristics of the magnetic suspension system in the superconducting gravimeter are obtained; the relationship between the force of the superconducting ball in the magnetic field and the height of the suspension body and the current of the suspension coil is analyzed; and the penetration rate, the magnetic gradient, penetration depth, and maximum magnetic induction intensity of the superconducting spherical surface of the single-coil electrochemistry superconducting magnetic levitation system are obtained by simulation calculation. …”
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    Article
  4. 1384

    Seismic Performance of Exterior Steel Ring-Stiffener Joint by Zhaoqiang Zhang, Yanru Sa, Yong Yao, Junhai Zhao

    Published 2019-01-01
    “…The specimens are then simulated with the finite element method (FEM) and the results are compared with those of the physical test.…”
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  5. 1385

    CALCULATION OF INDUCTANCE OF THE INTERIOR PERMANENT MAGNET SYNCHRONOUS MOTOR by Phyong Le Ngo

    Published 2017-03-01
    “…The results obtained with the use of the proposed analytical method and the finite element method are presented in the form of a graph; the calculations that have been obtained by these two methods were compared.…”
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    Article
  6. 1386

    Earthquake Influence on the Rail Irregularity on High-Speed Railway Bridge by Zhipeng Lai, Xin Kang, Lizhong Jiang, Wangbao Zhou, Yulin Feng, Yuntai Zhang, Jian Yu, Leixin Nie

    Published 2020-01-01
    “…For this purpose, a finite element model was established and validated by the shaking table test of a 1/12-scaled high-speed railway bridge experimental specimen. …”
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    Article
  7. 1387

    Strengthening of Steel Columns under Load: Torsional-Flexural Buckling by Martin Vild, Miroslav Bajer

    Published 2016-01-01
    “…The study includes results gained from finite element models of the problem created in ANSYS software. …”
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    Article
  8. 1388

    Improving the Stability of Mining Slopes in Tarcha Coal Mine, Southwestern Ethiopian Deposit Through Geometric Adjustments by Getaneh Abebay, Endalu Tadele Chala, Nagessa Zerihun Jilo, Tiyasha Tiyasha

    Published 2024-01-01
    “…This study aims to assess and enhance the stability of the selected open-pit coal mine quarries through field and laboratory analyses, supported by the limit equilibrium method (LEM) and the finite element method (FEM). Fieldwork involved detailed measurements of slope geometry and orientation, in situ rock testing, and soil and rock sampling for laboratory analysis. …”
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    Article
  9. 1389

    Seismic Fragility Analysis of the Reinforced Concrete Continuous Bridge Piers Based on Machine Learning and Symbolic Regression Fusion Algorithms by Hanbo Zhu, Changqing Miao

    Published 2021-01-01
    “…Taking the pier of a three-span continuous reinforced concrete hollow slab bridge as an example, a nonlinear finite element model was established for vulnerability analysis. …”
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    Article
  10. 1390

    Low‐cost fabrication of polymer substrate‐based piezoelectric microgenerator with PPE, IDE and ME by S.S. Balpande, M.L. Bhaiyya, R.S. Pande

    Published 2017-03-01
    “…The harmonic analysis was carried out using finite element method (FEM) tool to examine the effect of the electrodes on the output voltage. …”
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    Article
  11. 1391

    Failure Mechanism and Factor of Safety for Spatially Variable Undrained Soil Slope by Liang Li, Xuesong Chu

    Published 2019-01-01
    “…This paper aims to investigate the differences in factor of safety (FS) and failure mechanism (FM) for spatially variable undrained soil slope between using finite element method (FEM) , finite difference method (FDM), and limit equilibrium method (LEM). …”
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    Article
  12. 1392

    Mesoscopic Numerical Computation of Compressive Strength and Damage Mechanism of Rubber Concrete by Z. H. Xie, Y. C. Guo, Q. Z. Yuan, P. Y. Huang

    Published 2015-01-01
    “…This paper presents graphics of the entire process from fracture propagation to structural failure of the test piece by means of the mesoscopic finite-element method, which provides a theoretical reference for studying the damage mechanism in rubber concrete and performing parametric calculations.…”
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  13. 1393

    Numerical study of transitions in lid-driven flows in shallow cavities by Pan, Tsorng-Whay, Chiu, Shang-Huan, Guo, Aixia, He, Jiwen

    Published 2023-02-01
    “…The numerical solution of the Navier–Stokes equations modeling incompressible viscous fluid flow in a cavity is obtained via a methodology combining a first order accurate operator-splitting scheme, a $L^2$-projection Stokes solver, a wave-like equation treatment of the advection and finite element space approximations. Numerical results of a lid-driven flow in a cubic cavity show a good agreement with those reported in literature. …”
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  14. 1394

    Experimental Study and Numerical Study on Shear Bearing Capacity of Shear Key Joints of Reinforced Concrete Open-Web Sandwich Plates by Hongna Lu, Huagang Zhang, Kejian Ma, Qin Wu, Lan Jiang

    Published 2021-01-01
    “…To avoid the current algorithm overestimating the shear capacity of shear key, the restricted condition of shear section is proposed. The finite element analysis (FEA) further verifies that the restricted condition of shear section proposed in this paper is reasonable and necessary.…”
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    Article
  15. 1395

    Numerical Simulation Study on Construction Effect of Top-Down Construction Method of Suspended Diaphragm Wall for Deep and Large Foundation Pit in Complex Stratum by Yunhui Zhu, Fuxue Sun, Mingqing Liu, Qifeng Liu, Xiaochun Li, Gang Ge

    Published 2022-01-01
    “…By using Midas GTS finite element software, a three-dimensional model of deep and large foundation pit excavation with top-down construction method is established, and the internal force, deformation, and surface settlement of surrounding soil of suspended diaphragm wall with different depths into rock (1 m, 2 m, and 4 m) are analyzed. …”
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    Article
  16. 1396

    Study on Effect of Perforation Orientation on Hydraulic Fracturing of Shale by Jian Li, Dong Wang, Hongjian Wang, Fei Zhao, Qingqing Ma, Qi Qiao, Zhiyang Yao

    Published 2022-01-01
    “…In this paper, starting from the current research status of shale volumetric fracturing, the perforation orientation of volumetric fracturing is numerically simulated by using the finite element software. The following conclusions are drawn: ① when the ground stress conditions are equal, with the increase of perforation angle, the maximum principal stress at the front of perforation decreases gradually; that is, when the perforation is along the horizontal minimum principal stress, the maximum principal stress at the front of perforation is the largest, which is most conducive to fracturing of shale reservoirs. ② When the perforation is along the direction of the horizontal minimum principal stress and the horizontal stress difference is zero, the smaller the horizontal stress, the greater the maximum principal stress at the front of the perforation. …”
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    Article
  17. 1397

    Numerical Simulation of First-Order Surface Reaction in Open Cavity Using Lattice Boltzmann Method by Cristian Yoel Quintero-Castañeda, María Margarita Sierra-Carrillo, Arturo I. Villegas-Andrade, Javier Burgos-Vergara

    Published 2024-12-01
    “…The lattice Boltzmann method (LBM) is a finite element and finite volume method for studying the reaction rate, mass diffusion and concentration of species. …”
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  18. 1398

    Dynamic Response and Parametric Studies of Elliptical Blast-Resistant Door with the Combined Structure for Large Vacuum Explosion Containers by Saiwei Cheng, Xiaojie Li, Yang Wang, Yuxin Wang, Honghao Yan

    Published 2021-01-01
    “…This paper introduces a new elliptical blast-resistant door with the combined structure (EBD), mainly welded with an elliptical panel, arc support plate, and triangle support plate. The finite element program AUTODYN was used to calculate the explosion load, and LS-DYNA was used to calculate the blast-resistant door’s dynamic response. …”
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  19. 1399

    Optimizing the graft size in the Evans osteotomy to minimize the calcaneocuboid joint pressure by highly realistic in-silico analysis by Luca Quagliato, Youngbin Lim, Yunjeong Choi, Kyoung Min Lee, Sewon Kim, Taeyong Lee

    Published 2025-01-01
    “…Abstract This contribution details a new high-fidelity finite element analysis (FEA) methodology for the investigation of the effect of the graft size on the pressure distribution developing at the calcaneocuboid joint after the Evans osteotomy procedure. …”
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    Article
  20. 1400

    Effects of Soil-Structure Interaction on Torsionally Coupled Base Isolated Machine Foundation under Earthquake Load by Karmegam Rajkumar, Ramanathan Ayothiraman, Vasant A. Matsagar

    Published 2021-01-01
    “…A typical TG foundation is analyzed using a three-dimensional finite element (FE) model. Two superstructure eccentricity ratios are considered to represent the torsional coupling. …”
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    Article