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
  • [1] Study on uneven settlement and correction of steel frame structures based on numerical simulation method
    Chen, Hang
    Guo, Yuxu
    Alqawzai, Shagea
    Wu, Xiaosong
    PLOS ONE, 2024, 19 (05):
  • [2] Discrete element method-based collapse simulation, validation and application to frame structures
    Lu, Zheng
    He, Xiangdong
    Zhou, Ying
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2018, 14 (05) : 538 - 549
  • [3] Numerical simulation and analysis for collapse responses of RC frame structures under earthquake
    Zhang F.
    Lu X.
    Yin C.
    Frontiers of Architecture and Civil Engineering in China, 2009, 3 (4): : 364 - 369
  • [4] Collapse simulation of reinforced concrete frame structures
    Feng, Decheng
    Kolay, Chinmoy
    Ricles, James M.
    Li, Jie
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2016, 25 (12): : 578 - 601
  • [5] Macromodel-based simulation of progressive collapse: Steel frame structures
    Khandelwal, Kapil
    El-Tawil, Sherif
    Kunnath, Sashi K.
    Lew, H. S.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (07): : 1070 - 1078
  • [6] Macromodel-based simulation of progressive collapse: RC frame structures
    Bao, Yihai
    Kunnath, Sashi K.
    El-Tawil, Sherif
    Lew, H. S.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (07): : 1079 - 1091
  • [7] Study on progressive collapse of overall structure based on numerical simulation method and prediction of structural collapse
    Guo, Yuxu
    Yang, Bo
    Dai, Zheng
    Alqawzai, Shagea
    Chen, Kang
    Kong, Deyang
    Tang, Xiangyi
    JOURNAL OF BUILDING ENGINEERING, 2025, 99
  • [8] Numerical Simulation of Dynamic Response and Collapse for Steel Frame Structures Subjected to Blast Load
    张秀华
    段忠东
    张春巍
    Transactions of Tianjin University, 2008, (S1) : 523 - 529
  • [9] Numerical simulation of dynamic response and collapse for steel frame structures subjected to blast load
    Zhang X.
    Duan Z.
    Zhang C.
    Transactions of Tianjin University, 2008, 14 (Suppl 1): : 523 - 529
  • [10] Collapse capacity assessment of rc frame structures using explicit algorithm
    Zhao P.-J.
    Yu X.-H.
    Lu X.-Z.
    Gongcheng Lixue/Engineering Mechanics, 2020, 37 (03): : 77 - 87