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单肢钢管混凝土偏心受压柱的稳定承载力分析
引用本文:全国兴,黄加平,吴启红.单肢钢管混凝土偏心受压柱的稳定承载力分析[J].山西建筑,2010,36(13):49-50.
作者姓名:全国兴  黄加平  吴启红
作者单位:1. 东莞市大业建筑技术咨询有限公司,广东东莞,523112
2. 中南大学地学与环境工程学院,湖南长沙,410083
摘    要:为了研究单肢钢管混凝土偏心受压柱的稳定承载力,通过建立有限元ANSYS模型,与大量实验数据相对比,研究了不同影响因素对其极限承载力影响的变化规律,并最终推导考虑长细比和偏心率影响的偏心受压时单肢钢管混凝土柱稳定承载力计算公式。

关 键 词:钢管混凝土柱  偏压  影响  承载力  研究

The stable bearing capacity analysis of eccentric pressured column of single concrete filled steel tubes
QUAN Guo-xing,HUANG Jia-ping,WU Qi-hong.The stable bearing capacity analysis of eccentric pressured column of single concrete filled steel tubes[J].Shanxi Architecture,2010,36(13):49-50.
Authors:QUAN Guo-xing  HUANG Jia-ping  WU Qi-hong
Affiliation:QUAN Guo-xing HUANG Jia-ping WU Qi-hong
Abstract:In order to study on the stable bearing capacity of eccentric pressured column of single concrete filled steel tubes,by building finite element analysis ANSYS model,comparing with many experimental data,the change rule of the different influences factors on its limit bearing capacity was studied,the stable bearing capacity calculation formula of eccentric pressured column of single concrete filled steel tubes was finally deduced considered ratio of slenderness and eccentric ratio.
Keywords:concrete filled steel tubes  eccentric pressure  influences  bearing capacity  research  
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