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薄膜元理论在钢筋混凝土纯扭构件计算中的应用
引用本文:闫肖武,张三柱. 薄膜元理论在钢筋混凝土纯扭构件计算中的应用[J]. 淮海工学院学报, 2003, 12(4): 63-66
作者姓名:闫肖武  张三柱
作者单位:淮海工学院土木工程系 江苏连云港222005(闫肖武),淮海工学院土木工程系 江苏连云港222005(张三柱)
基金项目:淮海工学院自然科学科研课题 ( Z2 0 0 3 0 18)
摘    要:对薄膜元理论在受扭构件中的应用进行了探讨,以软化变角空间桁架理论为基础,考虑混凝土的“软化效应”,通过建立应力平衡方程、应变协调方程、本构关系方程,用反复迭代的数值分析方法,模拟构件受力的全过程。用此方法对纯扭构件作了全过程分析,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 钢筋混凝土 软化变角空间桁架模型 纯扭构件
文章编号:1008-3499(2003)04-0063-04
修稿时间:2003-03-31

The Application of Membrane-element Theory in the Calculation for Pure Torsion Member
YAN Xiao-wu,ZHANG San-zhu. The Application of Membrane-element Theory in the Calculation for Pure Torsion Member[J]. Journal of Huaihai Institute of Technology:Natural Sciences Edition, 2003, 12(4): 63-66
Authors:YAN Xiao-wu  ZHANG San-zhu
Abstract:The application of membrane-element theory in the calculation for pure torsion member is studied in this paper on the basis of variable-angle space truss theory. Concrete softening is taken into account, the stress equilibrium equations, strain compatibility equations and constitutive laws equations for concrete and steel are established, and the whole-process of loaded member is simulated with iterative numerical analysis method. By this method, the whole-process analysis of pure-torsion members is done, and the capacity and deformation are calculated. It is shown that theoretical analysis conforms well to experimental results.
Keywords:variable-angle softened space truss theory  membrane-element theory  whole-process analysis
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