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方中空夹层钢管混凝土轴压柱承载力有限元分析
引用本文:张元凯,陈梦成,张安哥.方中空夹层钢管混凝土轴压柱承载力有限元分析[J].华东交通大学学报,2006,23(5):16-19.
作者姓名:张元凯  陈梦成  张安哥
作者单位:华东交通大学,土木建筑工程学院,江西,南昌,330013
摘    要:深入研究方中空夹层钢管混凝土构件的力学性能是该类结构的基础.文章结合已有文献中方中空夹层钢管混凝土柱的轴压试验,采用ANSYS软件分析钢管混凝土轴压构件,混凝土采用考虑钢管约束效应的本构关系,钢材采用双线形随动强化模型,采用ANSYS(APDL)编制命令流,并结合数值方法对方中空夹层钢管混凝土轴压柱的荷载-变形关系的分析.显示ANSYS计算结果和试验结果以及数值计算吻合较好.

关 键 词:方中空夹层钢管混凝土柱  非线形有限元分析  荷载-位移曲线
文章编号:1005-0523(2006)05-0016-04
修稿时间:2006年5月25日

Concrete-filled Double Skin Steel Tubes with Square Section Axially Compressive Behavior Nonlinear Finite Element analysis
ZHANG Yuan-kai,CHEN Meng-cheng,ZHANG An-ge.Concrete-filled Double Skin Steel Tubes with Square Section Axially Compressive Behavior Nonlinear Finite Element analysis[J].Journal of East China Jiaotong University,2006,23(5):16-19.
Authors:ZHANG Yuan-kai  CHEN Meng-cheng  ZHANG An-ge
Abstract:The analysis and research for the concrete-filled double skin steel tubular with square section is the basic of the type structural.The text combines the history data of axial compression experiment about the concrete-filled double skin steel tubular column with square section.In this dissertation,ansys command streams are edited to APDL language.The constitutive equations of the core concrete considering the restraint effect of steel tube is built,and the constitutive equations of the steel is bilinear(BKIN) model.And make use of the number procedure,the finite element analysis result is accord with the experiment result and number procedure.
Keywords:concrete filled double skin steel tubular column with square section  nonlinear finite element analisis  load-displacement curve
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