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基于ABAQUS的钢管混凝土组合剪力墙弹塑性有限元分析
引用本文:杨亚彬,汪志昊.基于ABAQUS的钢管混凝土组合剪力墙弹塑性有限元分析[J].华北水利水电学院学报,2012,33(2):14-16.
作者姓名:杨亚彬  汪志昊
作者单位:华北水利水电学院,河南郑州,450011
基金项目:华北水利水电学院高层次人才科研启动项目
摘    要:钢管混凝土组合剪力墙是一种新型剪力墙,能充分发挥不同受力体系和不同材料的抗震优势.采用大型有限元分析软件ABAQUS对该新型剪力墙进行了弹塑性有限元分析,研究了钢管混凝土组合剪力墙在荷载作用下的应力、应变等微观受力状态,揭示了其破坏过程和抗震机理.

关 键 词:ABAQUS  钢管混凝土  有限元  抗震机理

Elastoplasticity Finite Element Analysis of Shear Wall with Concrete Filled Steel Tube Composite Based on ABAQUS
YANG Ya-bin , WANG Zhi-hao.Elastoplasticity Finite Element Analysis of Shear Wall with Concrete Filled Steel Tube Composite Based on ABAQUS[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2012,33(2):14-16.
Authors:YANG Ya-bin  WANG Zhi-hao
Affiliation:(North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China)
Abstract:The shear wall with concrete filled steel tube composite as a new type combines the aseismic advantages of different stress system and various materials.The paper makes the elastoplasticity analysis of this new type of shear wall by using the finite element analysis software,researches the shear wall’s micro stress states such as stress and strain under loads,in order to reveal the destruction process and aseismic mechanism.
Keywords:ABAQUS  concrete filled steel tube composite  finite element  aseismic mechanism
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