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The Finite Element Numerical Simulation Analysis of Local Unbonded Shear Wall

ZHU Guangshuai,LIU Qingshan,WANG Yingjun(School of Civil Engineering and Architecture,Henan University,Kaifeng 475004,China)  
Hide column as a constraint on the edge component at both ends of the shear wall cross-section,and the hide column segmented closed stirrups.The use of local non-bonding technology in shear wall ends one-fourth wall width,puts plastic sleeve around force longitudinal reinforcement on the inside to prevent adhesion between reinforcement and concrete.Then use ANSYS 9.0 software analysis of shear wall failure modes,bearing capacities,cracks development and other capacities.The results show that,the local non-bonding scheme compared to the previous ordinary scheme,cracks developed fully,ductility factor and energy dissipation capacity has been significantly improved.
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