基于有限元的双向偏心受压构件仿真计算分析  

FINITE ELEMENT-BASED SIMULATIVE COMPUTATION AND ANALYSIS OF BIDIRECTIONAL ECCENTRIC COMPRESSION MEMBER

作　　者：王长亮[1] 侯俊 

机构地区：[1]中钢集团天澄环保科技股份有限公司,武汉430205 [2]武汉体育中心发展有限公司,武汉430056

出　　处：《建筑技术开发》2014年第5期1-3,共3页Building Technology Development

摘　　要：通过利用大型有限元计算软件对双向偏心受压的型钢混凝土柱的正面承载力进行计算分析,模拟计算型钢混凝土柱在受到偏心荷载的作用时结构的受力和变形情况,结合相对应的试验结果,对结构的受力进行分析,为今后的偏心受压型钢混凝土柱的研究和设计提供一定的参考。Large finite element computation software is used to calculate and analyze the bearing capacity of front side of profile steel reinforced concrete column under bidirectional eccentric compression and to simulate and calculate force and deformation of profile steel reinforced concrete column under eccentric load. Based on related test results, the structural forces are analyzed to provide certain references for research and design of profile steel reinforced concrete column under eccentric compression in the future.

关 键 词：双向偏心受压 有限单元法 型钢混凝土 

分 类 号：TU375[建筑科学—结构工程]