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薄膜元理论在受扭构件强度和变形计算中的应用
引用本文:闫肖武,刘继明. 薄膜元理论在受扭构件强度和变形计算中的应用[J]. 工程抗震与加固改造, 2007, 29(2): 33-36
作者姓名:闫肖武  刘继明
作者单位:淮海工学院,江苏,连云港,222005;青岛理工大学,山东,青岛,266033
摘    要:本文对薄膜元理论在钢筋混凝土受扭构件中的应用进行了探讨,以变角空间桁架理论为基础,考虑混凝土的"受压软化"和"受拉强化",用反复迭代的数值分析方法,模拟构件受力的全过程,并对构件的破坏荷载和变形进行了计算,理论分析结果与试验结果吻合较好.

关 键 词:薄膜元理论  软化  受拉强化  全过程分析
文章编号:1002-8412(2007)02-0033-04
修稿时间:2006-03-06

Application of Membrane-element Theory in Calculation of Strength and Deformation for Torsion Members
Yan Xiao-wu,Liu Ji-ming. Application of Membrane-element Theory in Calculation of Strength and Deformation for Torsion Members[J]. Earthquake Resistant Engineering and Retrofitting, 2007, 29(2): 33-36
Authors:Yan Xiao-wu  Liu Ji-ming
Affiliation:Huaihai Institute of Technology, Lianyungang 222005, China ; Qingdao Technological University, Qingdao 266033, China
Abstract:In this paper,the application of membrane-element theory in the calculation for torsion members is studied,which is based on variable-angle space truss theory,taking care of concrete's softening and tension stiffening.The whole-process of loaded member is simulated with iterative numerical analysis method,and the capacity and deformation are calculated,which are compared with experimental results and shown to be in good agreement.
Keywords:membrane-element theory  softening  tension stiffening  nonlinear analysis
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