| 基于ANSYS的木梁有限元静力弹塑性分析 |
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| 引用本文： | 阿肯江·托呼提,亓国庆.基于ANSYS的木梁有限元静力弹塑性分析[J].世界地震工程,2007,23(3):152-157. |
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| 作者姓名： | 阿肯江·托呼提 亓国庆 |
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| 作者单位： | 新疆大学,建筑工程学院,新疆,乌鲁木齐,830091 |
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| 摘 要： | 采用大型有限元软件ANSYS10．0对单调竖向荷载作用下木梁进行了线弹性和弹塑性计算分析。并将有限元计算结果与材料力学计算结果进行了对比，验证了建模的正确性。分析了木梁的应力和应变变化规律，为进一步采用ANSYS软件分析木柱、梁一土坯组合墙体的抗震性能奠定了基础。
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| 关 键 词： | 木梁 广义hill屈服准则 有限元 |
| 文章编号： | 1007-6069（2007）03-0152-06 |
| 修稿时间： | 2007-04-172007-07-25 |
Nonlinear analysis of wood beam with software ANSYS |
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| Akenjiang Tuohuti,QI Guoqing.Nonlinear analysis of wood beam with software ANSYS[J].World Information On Earthquake Engineering,2007,23(3):152-157. |
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| Authors: | Akenjiang Tuohuti QI Guoqing |
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| Institution: | College of Architectural Engineering, Xinjiang University, Urumqi 830091, China |
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| Abstract: | Linear and nonlinear analyses of wood beam under monotonic vertical load are completed by using software ANSYS10.0. Comparison between both results from the numerical calculation and material mechanics shows that models of the wood beam is proper. In the paper the anplied foundation for analysing seismic behavior of wood column and beam - adobe composite wall is laid by using finite element software ANSYS. |
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| Keywords: | ANSYS |
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