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  1. 2761

    Damage Occurrence under Dynamic Loading For Anisotropic Strain Rate Sensitive Materials by F. Lauro, B. Bennani, J. Oudin, X. Ni

    Published 1998-01-01
    “…A damage model is integrated into the explicit finite element framework to predict the damage evolution which occurrs under dynamic loading in the crash or stamping process. …”
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    Article
  2. 2762

    Modeling of Small DC Magnetic Field Response in Trilayer Magnetoelectric Laminate Composites by B. Zadov, A. Elmalem, E. Paperno, I. Gluzman, A. Nudelman, D. Levron, A. Grosz, S. Lineykin, E. Liverts

    Published 2012-01-01
    “…We consider a magnetoelectric laminate which comprises two magnetostrictive (Ni) layers and an in-between piezoelectric layer (PZT). Using the finite-element method-based software COMSOL, we numerically calculate the induced voltage between the two faces of the PZT piezoelectric layer, by an external homogeneous small-signal magnetic field threading the three-layer Ni/PZT/Ni laminate structure. …”
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  3. 2763

    Low-Frequency Broadband Sound Transmission Loss of Infinite Orthogonally Rib-Stiffened Sandwich Structure with Periodic Subwavelength Arrays of Shunted Piezoelectric Patches by Zhifu Zhang, Weiguang Zheng, Qibai Huang

    Published 2017-01-01
    “…Based on the two prerequisites of subwavelength assumption and convergence criterion, the accuracy and validity of the model are verified by finite element simulations, cited experiments, and theoretical values. …”
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  4. 2764

    Evaluation of the Pseudostatic Analyses of Earth Dams Using FE Simulation and Observed Earthquake-Induced Deformations: Case Studies of Upper San Fernando and Kitayama Dams by Tohid Akhlaghi, Ali Nikkar

    Published 2014-01-01
    “…In this study, the Upper San Fernando and Kitayama earth dams, which have been designed using the pseudostatic approach and damaged during the 1971 San Fernando and 1995 Kobe earthquakes, were investigated and analyzed. The finite element models of the dams were prepared based on the detailed available data and results of in situ and laboratory material tests. …”
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  5. 2765

    Experimental and FEM Analyses of RC Beams with Radius Corner Arch at Bottom Tension Face by Maryam H. Naser, Fatimah H. Naser, Ali Hameed Naser Almamoori, Mohammed L. Hussien

    Published 2024-05-01
    “…The goals were to evaluate the effect of a span of the arch and to find the optimum ratio of the arch length to beam span for the maximum load capacity as well as to validate the numerical results taken from the finite element model. From the results of this work, it was found that the best load carrying capacity for the beam with a radius corner arch is when the arch length/beam span ratio is equal (0.62). …”
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  6. 2766

    Some Properties of Motion Equations Describing the Nonlinear Dynamical Response of a Multibody System with Flexible Elements by Maria Luminiţa Scutaru, Sorin Vlase

    Published 2012-01-01
    “…For the study on this kind of systems with rigid motion and elastic elements, numerous models have been elaborated, the main idea being the discretization of the elements and the use of finite element method. Finally, second-order differential equations with variable coefficients are obtained; these equations are strong nonlinear ones due to the time-dependent values of angular speed and acceleration, and they can be linearized considering a very short period of time, in which the motion is considered to be “frozen.” …”
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  7. 2767

    Study on the Shear Capacity of the Wet Joint of the Prefabricated Bridge Panel with a Special-Shaped Shear Key by Fan Feng, Fanglin Huang, De Zhou, Weibin Wen, Yong Tao

    Published 2021-01-01
    “…Meanwhile, the shear capacity of the new wet joint structure is theoretically predicted, and the finite element models are established to demonstrate the effectiveness of the experiment and the good performance of the new wet joint design.…”
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  8. 2768

    Dynamic Response Analysis of Dowel-Slot Grouting Assembly Station under earthquake action by Guanhua Cui, Tao Yang, KunJie Tang, Jiawei Xu, Yuwei Zhang, Junling Qiu

    Published 2025-01-01
    “…  In order to study the seismic performance of Dowel-Slot Grouting Assembly Station, the displacement and stress changes of the station and the cast-in-place station under horizontal, vertical and horizontal-vertical coupled earthquakes were compared by the finite element numerical simulation method based on a subway station in Changchun. …”
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  9. 2769

    Electric Field Simulation and Effect of Different Solvent Ratios on the Performance of Single Electrospun PVDF/PEI Composite Film by Jin-gang Jiang, Zhao Wang, Hong-wei Duan, Jing-qiang Liu, Xiao-wei Guo

    Published 2016-01-01
    “…On the basis of the finite element calculation theory of electric field, the electric field distribution in a representative electrospinning device is computed. …”
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  10. 2770

    Modal Characteristics of Two Operating Power Transmission Poles by Shen-En Chen, Kaoshan Dai

    Published 2010-01-01
    “…Unique conductor-pole couplings complicate the dynamic behaviors of electric transmission pole line systems. Finite element modeling is performed on two typical transmission poles used in southeastern USA – a steel pole and a prestressed concrete pole. …”
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  11. 2771

    Numerical Simulation Study on the Influence of Different Factors on the Uplift Bearing Capacity of Root Piles, Straight-Shaft Piles, and Pedestal Piles by Junpeng Zhou, Jun Yuan, Xuefeng Huang, Xueming Wang

    Published 2020-01-01
    “…On the basis of validation of experimental and numerical results, finite element models were established to study the influence of the arrangement of roots and dimension parameters on the uplift bearing capacity and the economy of RP compared with that of the straight-shaft pile and pedestal pile (hereafter called SP and PP, respectively). …”
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  12. 2772

    Research on the Geostatic Stress Field Procedure under Complex Conditions by Xue-yan Wang, Yi-li Yuan, Chang-ming Hu, Yuan Mei

    Published 2021-01-01
    “…In this paper, based on finite element method (FEM) software ABAQUS, failure reasons of four commonly used methods for the geostatic stress field are studied. …”
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  13. 2773

    Analysis of linear eddy current brakes for maglev train using an equivalent circuit method by Jun Liu, Wei Li, Lijun Jin, Guobin Lin, Yan Sun, Zhiwei Zhang

    Published 2021-09-01
    “…The accuracy and efficiency of the proposed ECM are verified by comparing the results with the one obtained from the finite element method. By adopting the developed ECM, the influence of parameters, such as speed, the exciting current and air gap of the linear ECBS, are analysed. …”
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  14. 2774

    Optimization design of an acoustic cover layer for a cylindrical cavity based on porous materials by Bohan ZHANG, Jili RONG, Xiuyan CHENG

    Published 2025-03-01
    “…This research combines experimental approaches, including impedance tube experiments, with numerical methods, such as acoustic finite element analysis, to enhance the noise control capabilities of porous materials. …”
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  15. 2775

    Vibration Characteristics and Reduction Analysis of Lifting Pipe under Ocean Current by Qinghui Song, Haiyan Jiang, Qingjun Song, Linjing Xiao, PeiSi Zhong

    Published 2021-01-01
    “…Considering the geometrical features of the prototype, this paper establishes the physical model, mathematical model, and simulation model of the lifting subsystem. A comprehensive finite element model for the deep-sea mining system by the OrcaFlex is developed to explore the influences of buffer mass and sailing velocity on the deflection angle and the axial load and stress of the lifting pipe. …”
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  16. 2776

    Nonlinear modeling of unreinforced masonry structures under seismic actions: validation using a building hit by the 2016 Central Italy earthquake by Chiara Ferrero, Paulo Barbosa Lourenço, Chiara Calderini

    Published 2020-01-01
    “…The main objective of this work was to study the structural and seismic behavior of “Pietro Capuzi” school, located in Visso, in the Marche region, which was severely damaged by the 2016-2017 Central Italy Earthquake. A 3D finite element (FE) model of the entire school was prepared, adopting a macro-modeling approach to represent masonry materials. …”
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  17. 2777

    Analysis of the Effects of Soil on the Seismic Energy Responses of an Equipment-Structure System via Substructure Shaking Table Testing by Lanfang Luo, Nan Jiang, Jihong Bi

    Published 2019-01-01
    “…The effectiveness of the proposed testing method was demonstrated by comparing the test results with those of the integrated finite element analysis. The energy responses of the ES subsystem in the case of rigid ground (i.e., the ES system) were compared with those considering the effects of soil (i.e., the ESS system). …”
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  18. 2778

    Numerical analysis of hydrogen-assisted rolling-contact fatigue of wind turbine bearings by J. Toribio, M. Lorenzo, D. Vergara, V. Kharin

    Published 2014-09-01
    “…So, the widely used RCF ball-on-rod test was simulated by finite element method in order to obtain the stress-strain state inside the bearings during life in service and, from this, to elucidate the potential places where the hydrogen could be more harmful and, therefore, where the bearing material should be improved.…”
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  19. 2779

    Numerical Analysis of a Dental Zirconium Restoration and the Stresses That Occur in Dental Tissues by Rosa Alicia Hernández-Vázquez, Guillermo Urriolagoitia-Sosa, Rodrigo Arturo Marquet-Rivera, Beatriz Romero-Ángeles, Octavio-Alejandro Mastache-Miranda, G. Guillermo Urriolagoitia-Calderón

    Published 2019-01-01
    “…Numerical simulation was carried out by means of the Finite Element Method, in computational biomodels, from Cone-Beam Tomography, to obtain the stresses generated during dental occlusion. …”
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  20. 2780

    RAPID CALCULATION OF THE THERMAL IMPULSE TRANSIENT STRESS OF THE PRESSURIZER SPRAY NOZZLE BASED ON DOUBLE TEMPERATURE BOUNDARY GREEN’S FUNCTION by WANG WeiWei, DONG XiaoMei, GAO BingJun, YU WeiWei, XUE Fei

    Published 2020-01-01
    “…The accuracy of the two temperature boundary Green’s function is verified by comparing with the direct calculation results of finite element method.Studies have shown that the Green’s function should be established separately for subdivisions which are divided according to the differences of the flow heat transfer boundary( such as the convection heat transfer coefficient) and the width of the temperature range. …”
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