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两端偏心单角钢压杆力学性能分析 被引量:1

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摘要 为了研究两端偏心单角钢压杆的力学性能,根据某文献资料,建立ANSYS有限元模型进行分析,有限元分析考虑了几何大变形、材料非线性。通过将有限元分析结果与试验结果进行对比验证了有限元分析的有效性。然后进行了有限元参数分析。研究表明:两端偏心单角钢的极限承载力主要受几何缺陷、长细比、宽厚比、连接板厚度的影响。
作者 薛振农
出处 《四川建筑》 2010年第2期173-174,共2页 Sichuan Architecture
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参考文献5

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二级参考文献12

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