| 钢骨混凝土异形柱承载力有限元分析 |
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| 引用本文： | 张欢欢,樊晓刚. 钢骨混凝土异形柱承载力有限元分析[J]. 四川建材, 2011, 37(3): 63-64 |
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| 作者姓名： | 张欢欢 樊晓刚 |
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| 作者单位： | 西安建筑科技大学土木工程学院,陕西西安,710055 |
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| 摘 要： | 本文以ANSYS作为工具,在选取适当的单元类型、本构关系及破坏准则的基础上对钢骨异形柱进行了有限元仿真分析,将分析结果与试验结果对比,两者吻合较好。结果证明:使用ANSYS对钢骨混凝土异形柱进行有限元分析是可行的和合理的。
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| 关 键 词： | 钢骨异形柱 极限承载力 仿真分析 |
The finite element analysis of S.R.C columns for the bearing capacity |
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| ZHANG Huanhuan,FAN Xiaogang. The finite element analysis of S.R.C columns for the bearing capacity[J]. Sichuan Building Materials, 2011, 37(3): 63-64 |
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| Authors: | ZHANG Huanhuan FAN Xiaogang |
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| Affiliation: | (School of Civil Engineering,Xi＇an University of Architecture and Technology,Xi＇an 710055,China) |
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| Abstract: | This paper choose ANSYS as the desk of finite element analysis to analysis those 3 components on the basis of choosing appropriate material models,stress-strain relationshoip and failure criteria.Compared to the result of the experiment,the results show that they agree with each other well. |
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| Keywords: | special-shaped S.R.C column ultimate bearing capacity simulation analysis |
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