| 变截面悬臂钢梁稳定性分析 |
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| 引用本文： | 王恒军,孙惠民. 变截面悬臂钢梁稳定性分析[J]. 山西建筑, 2009, 35(27): 84-86 |
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| 作者姓名： | 王恒军 孙惠民 |
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| 作者单位： | 1. 浙江省建筑设计研究院,浙江杭州,310006
2. 浙江省机电设计研究院有限公司,浙江杭州,310006 |
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| 摘 要： | 采用有限元分析软件MARC,对变截面悬臂钢梁进行了非线性屈曲分析,分析了不同约束情况下钢梁的极限承载力,从而为变截面悬臂钢梁的设计奠定理论基础。
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| 关 键 词： | 变截面悬臂钢梁 非线性有限元 极限承载力 |
Stability analysis of the cantilever steel beam with variable section |
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| WANG Heng-jun,SUN Hui-min. Stability analysis of the cantilever steel beam with variable section[J]. Shanxi Architecture, 2009, 35(27): 84-86 |
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| Authors: | WANG Heng-jun SUN Hui-min |
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| Affiliation: | WANG Heng-jun SUN Hui-min |
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| Abstract: | It takes finite element analysis software MARC to make a non-linear buckling analysis of the cantimever steel beam with variable section and analyze the finite load capacity of steel beams under different restricting conditions,which lays theory basis for the design of the cantilever steel beam with variable section. |
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| Keywords: | the cantilever steel beam with variable section non-linear finite element finite load capacity |
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