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方钢管中空夹层混凝土柱抗压试验分析
引用本文:王羡农,张付彬,周晓慧.方钢管中空夹层混凝土柱抗压试验分析[J].河北工程大学学报,2013,30(4):13-16.
作者姓名:王羡农  张付彬  周晓慧
作者单位:河北工程大学,,河北工程大学
基金项目:河北省建设基金资助项目(2011-158)
摘    要:通过4根CFDST方钢管中空夹层混凝土柱的轴向承载力试验研究,探讨了CFDST方钢管中空夹层混凝土柱的抗压受力性能以及方钢管中空夹层混凝土柱承载力和抗弯刚度的提高效果,分析了CFDST方钢管中空夹层混凝土柱的破坏特点及其主要的破坏形式。研究结果表明:在本次试验的参数范围内, CFDST方钢管中空夹层混凝土柱的承载力及抗弯刚度得到了的有效提高;对CFDST方钢管中空夹层混凝土柱的破坏有了初步的了解。确定了CFDST方钢管中空夹层混凝土柱承载力的计算方法,与试验结果吻合良好。

关 键 词:CFDST  轴压柱  中空夹层方钢管混凝土  抗弯刚度  轴压承载力
收稿时间:9/9/2013 12:00:00 AM

Compression test of hollow interlayer concrete column in square steel tubes
Authors:WANG Xian-nong  ZHANG Fu-bin and ZHOU Xiao-hui
Affiliation:College of Civil Engineering,Hebei University of Engineering;College of Civil Engineering,Hebei University of Engineering;College of Civil Engineering,Hebei University of Engineering
Abstract:Through 4 CFDST hollow interlayer axial bearing capacity of concrete columns filled steel test research, preliminary discussion on CFDST square steel tube hollow interlayer compressive mechanical properties of concrete column and steel hollow interlayer load-carrying capacity and flexural stiffness of concrete to improve results. CFDST square hollow interlayer concrete filled steel tube column is analyzed destruction characteristics and the main form of damage. Research results show that in the scope of this test parameters, CFDST hollow interlayer concrete filled square steel tubes column can effectively improve the bearing capacity of axial compression column and column bending stiffness; Damage to the CFDST square hollow interlayer concrete filled steel tube column has a preliminary understanding. CFDST was determined and the calculation method of bearing capacity of concrete filled steel tubular axial compression column is verified and compared with experimental results.
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