Study on Collapse Numerical Simulation Method of Frame Structures Based on Explicit Dynamics

被引:1
|
作者
Hu Kai [1 ]
机构
[1] China Shipbldg NRDI Engn Co Ltd, Shanghai 200063, Peoples R China
来源
关键词
collapse; numerical simulation; explicit finite element method; explicit dynamics; LS-DYNA; alternate path method; integrated model; separate model;
D O I
10.4028/www.scientific.net/AMR.919-921.226
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
According to the theory of collapse numerical simulation, the explicit finite element algorithm based on explicit dynamics was chose as the numerical calculation method. And combined with the plane RC frame collapse test and the example of ten layers frame structure, the wire frame model, integrated model and separate model were established and the alternate path method was adopted to study the simulate method of structural collapse. With the comparison of several aspects to the results, the rationality of the numerical simulation method and the applicability of the numerical models were verified respectively. At the same time, according to the complex pre-treatment process to the numerical simulation of structural collapse, an MFC program with the function of exporting APDL file which can generate wireframe models for structural collapse simulation in ANSYS/LS-DYNA was developed using VC++ language with the purpose of offering convenience to the numerical simulation process of structure collapse.
引用
收藏
页码:226 / 238
页数:13
相关论文
共 50 条
  • [31] Simulation and Simplified Method Study on Seismic Collapse of Core-outrigger Structures
    Liu, Y.
    Huang, J.
    Sun, F. F.
    Chen, G. Y.
    PROCEEDINGS OF THE 17TH EAST ASIAN-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION, EASEC-17 2022, 2023, 302 : 1481 - 1500
  • [32] Numerical simulation for progressive collapse of a reinforced concrete frame under impact load
    He Q.
    Liu Y.
    Zhou C.
    Yi W.
    Yi, Weijian, 1600, Chinese Vibration Engineering Society (35): : 56 - 64
  • [33] Collapse Causes Analysis and Numerical Simulation for a Rigid Frame Multiple Arch Bridge
    Zuo, XinDai
    2017 5TH INTERNATIONAL CONFERENCE ON MECHANICAL ENGINEERING, MATERIALS SCIENCE AND CIVIL ENGINEERING, 2018, 324
  • [34] An evaluation method to predict progressive collapse resistance of steel frame structures
    Chen, Chang Hong
    Zhu, Yan Fei
    Yao, Yao
    Huang, Ying
    Long, Xu
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 122 : 238 - 250
  • [35] Research on the model method of progressive collapse analysis of steel frame structures
    Xie, Fu-Zhe
    Shu, Gan-Ping
    Gongcheng Lixue/Engineering Mechanics, 2011, 28 (10): : 34 - 40
  • [36] A full numerical simulation of wave dynamics at coastal structures with the volume of fluid method
    Sabeur, ZA
    Beale, RG
    Bovolin, V
    HYDRAULIC ENGINEERING SOFTWARE VI, 1996, : 395 - 404
  • [37] Numerical simulation study on the influence of artificial reefs on the instantaneous collision with seabed based on the explicit finite element method
    Wang, Jiahao
    Nie, Zhaoyi
    Zhang, Jiating
    Zhu, Lixin
    Xie, Wude
    Liang, Zhenlin
    Jiang, Zhaoyang
    OCEAN ENGINEERING, 2022, 261
  • [38] Modeling and discretization methods for the numerical simulation of elastic frame structures
    Grubišic L.
    Ljulj M.
    Mehrmann V.
    Tambača J.
    Electronic Transactions on Numerical Analysis, 2020, 54 : 1 - 30
  • [39] MODELING AND DISCRETIZATION METHODS FOR THE NUMERICAL SIMULATION OF ELASTIC FRAME STRUCTURES
    Grubisic, Luka
    Ljulj, Matko
    Mehrmann, Volker
    Tambaca, Josip
    ELECTRONIC TRANSACTIONS ON NUMERICAL ANALYSIS, 2021, 54 : 1 - 30
  • [40] Direct FE numerical simulation for dynamic instability of frame structures
    Xu, Chao
    Wang, Zhengzhong
    Li, Huijun
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2022, 236