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L形混凝土偏心受压柱力学性能数值分析

Numerical Analysis on the Mechanical Properties of L Shaped Concrete Eccentric Compression Columns

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【作者】 陈叶刘忠李佩杨龙刚

【Author】 CHEN Ye;LIU Zhong;LI Pei;YANG Longgang;Civil Engineering and Mechanical College,Xiangtan University;

【机构】 湘潭大学土木工程与力学学院

【摘要】 异形柱与矩形柱相比有明显的优势。为了研究L形混凝土偏心受压柱的性能,采用非线性有限元软件ABAQUS,对其受力性能进行模拟分析。建立了L形混凝土柱的有限元模型,计算值与试验值吻合较好。利用该模型研究了偏心距、荷载加载角度,对L形混凝土偏心受压柱受力性能的影响。结果表明偏心距及荷载加载角度对L形混凝土柱受力性能均影响较大。

【Abstract】 Special-shaped columns have obvious advantages compare to rectangular columns.In order to study the performance of L shape eccentrically compressed concrete column,this research adopted the nonlinear finite element software ABAQUS to simulate and analyze its mechanical properties.A finite element model of L shaped concrete columns was developed,the calculation results agree well with the experimental results.The effects of eccentricity,loading angle to the L shaped concrete eccentric compression columns were investigated by using the model.The results show that the eccentricity and the loading angle has great influence on the stress performance of L shaped concrete column.

  • 【文献出处】 水利与建筑工程学报 ,Journal of Water Resources and Architectural Engineering , 编辑部邮箱 ,2016年03期
  • 【分类号】TU375.3
  • 【被引频次】7
  • 【下载频次】118
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