| 受扭构件非线性分析 |
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| 引用本文： | 闫肖武,张德华,陈淑红.受扭构件非线性分析[J].山西建筑,2006,32(19):45-46. |
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| 作者姓名： | 闫肖武 张德华 陈淑红 |
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| 作者单位： | 1. 淮海工学院,江苏,连云港,222005
2. 济南市政设计研究院,山东,济南,250001 |
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| 摘 要： | 以薄膜元模型为基础，考虑混凝土的“软化效应”，对钢筋混凝土受扭构件进行非线性分析，模拟构件受力的全过程，并对构件的承载力和变形进行了计算，理论分析结果与试验结果吻合较好。
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| 关 键 词： | 薄膜元模型 非线性分析 承载力 变形 |
| 文章编号： | 1009-6825(2006)19-0045-02 |
| 修稿时间： | 2006年3月28日 |
Nonlinear analysis of torsion members |
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| YAN Xiao-wu,ZHANG De-hua,CHEN Shu-hong.Nonlinear analysis of torsion members[J].Shanxi Architecture,2006,32(19):45-46. |
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| Authors: | YAN Xiao-wu ZHANG De-hua CHEN Shu-hong |
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| Affiliation: | YAN Xiao-wu ZHANG De-hua CHEN Shu-hong |
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| Abstract: | In this paper,nonlinear analysis of reinforced concrete torsion members is studied,which is based on membrane-element model,taking care ofconcrete's softening,the whole-process of loaded member is simulated,and thecapacity and deformation are calculated,which are compared with experimental results and shown to be in good agreement. |
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| Keywords: | membrane-element theory nonlinear analysis capacity deformation |
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