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剪力连接件的三维非线性仿真分析方法
引用本文:张清华,李乔,唐亮.剪力连接件的三维非线性仿真分析方法[J].西南交通大学学报,2005,40(5):595-599.
作者姓名:张清华  李乔  唐亮
作者单位:西南交通大学土木工程学院,四川,成都,610031
摘    要:基于有限元仿真分析技术和混凝土本构理论,提出了有限元仿真分析和实物验证试验相结合研究剪力连接件的新方法,将此方法用于3类共7个子类新型剪力连接件的全过程受力分析,并将有限元分析结果和模型试验结果进行对比,证实了这一方法的有效性和准确性,使得通过有限元仿真分析和实物验证试验相结合研究多种剪力连接件的受力特性成为可能.

关 键 词:组合结构  剪力连接件  分析方法  有限元法  非线性仿真分析  试验研究
文章编号:0258-2724(2005)05-0595-05
收稿时间:2004-11-13
修稿时间:2004-11-13

Research on 3D FEM Nonlinear Simulation Method for Shear Connectors
ZHANG Qing-hua,LI Qiao,TANG Liang.Research on 3D FEM Nonlinear Simulation Method for Shear Connectors[J].Journal of Southwest Jiaotong University,2005,40(5):595-599.
Authors:ZHANG Qing-hua  LI Qiao  TANG Liang
Institution:School of Civil Eng., Southwest Jiaotong University, Chengdu 610031, China
Abstract:Based on the finite element method(FEM) and the constitutive model of concrete, a method of analyzing the mechanical behavior of shear connectors was put forward.This method includes FEM simulation analyses and verification experiments,but only few experiments must be carried out.The method was used to analyze the mechanical behavior of new type shear connectors classified into three types and seven sub-types.The validity of the proposed method has been demonstrated through the comparison between the simulated and experimental results to be able to investigate the mechanical behaviors of many kinds of shear connectors with the method.
Keywords:composite structure  shear connector  analytical method  finite element method  nonlinear simulation analysis  experimental investigation
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