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叠合板式剪力墙的有限元分析
引用本文:连星,叶献国,张丽军,王德才,蒋庆,常磊.叠合板式剪力墙的有限元分析[J].合肥工业大学学报(自然科学版),2009,32(7).
作者姓名:连星  叶献国  张丽军  王德才  蒋庆  常磊
作者单位:合肥工业大学,土木与水利工程学院,安徽,合肥,230009
基金项目:国家自然科学基金,建设部科学技术计划 
摘    要:文章对叠合混凝土墙板进行较为系统的分析研究,设计了4个叠合板式剪力墙和2个普通剪力墙模型,并进行了在低周反复荷载下的对比试验.在试验研究基础上,采用ANSYS有限元分析程序,对叠合板式剪力墙在单向加载下的性能作了非线性分析,从理论计算角度进一步了解其在水平荷载作用下的开裂、变形及破坏全过程,有限元分析与试验结果符合较好.

关 键 词:叠合板式剪力墙  非线性  有限元

Finite element analysis of the superimposed slab shear walls
LIAN Xing,YE Xian-guo,ZHANG Li-jun,WANG De-cai,JIANG Qing,CHANG Lei.Finite element analysis of the superimposed slab shear walls[J].Journal of Hefei University of Technology(Natural Science),2009,32(7).
Authors:LIAN Xing  YE Xian-guo  ZHANG Li-jun  WANG De-cai  JIANG Qing  CHANG Lei
Abstract:This paper conducts a systematic study of superimposed slab shear walls.Four superimposed slab shear walls and two general shear walls are designed,and comparative experiments on the superimposed slab shear walls and the general shear walls under low cyclic loading are conducted. Nonlinear finite element analysis of the shear walls under the unidirectional load is carried out by the ANSYS program in order to study the crack, deformation and failure features theoretically. The finite element computing results agree well with the experiment ones.
Keywords:superimposed slab shear wall  nonlinearity  finite element
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