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多弹簧型钢梁柱单元若干问题的探讨

Discussions of some questions about multi-spring element

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【作者】 王开强李国强孙飞飞方明霁

【Author】 WANG Kaiqiang1,LI Guoqiang1,SUN Feifei1,FANG Mingji2 (1.College of Civil Engineering,Tongji University,Shanghai 200092,China;2.College of Architecture Engineering,Shanghai Normal University,Shanghai 201418,China)

【机构】 同济大学土木工程学院上海师范大学建筑工程学院

【摘要】 多弹簧空间梁柱单元可以有效地模拟空间梁柱单元在轴力和弯矩共同作用下的响应。就多弹簧梁柱单元的塑性区长度系数、内力提取截面位置、单元p-delta效应计算以及单元杆端曲率的计算进行了探讨。在讨论的基础上,通过对比计算结果与有限元分析结果以及试验结果,验证了本文论述的可靠性。

【Abstract】 Multi-spring element model is effective in simulating the combined action of axial force and moment.Length parameter of plastic region and position to get the inner force were discussed in this paper.Then the second-order effect of the element was analyzed.At last the formula about end curvature in multi-spring element was put forward.All these conclusions were certificated by comparison the calculated results and finite element analysis or experimental results.

  • 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2008年06期
  • 【分类号】TU391
  • 【被引频次】2
  • 【下载频次】78
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