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《China Civil Engineering Journal》 2010-S2
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Nonlinear behavior of partially prefabricated reinforced concrete composite walls(PPRC-CW)

Zhang Hongmei1,2 Lü Xilin2 Duan Yuanfeng1 Li Jianbao2(1.Research Center of Green Building and Low-Carbon Citiy Development,College of CivilEngineering and Architecture,Zhejiang University,Hangzhou 310058,China;2.State Key Laboratoryof Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)  
This paper presents a novel kind of partially prefabricated reinforced concrete composite walls(PPRC-CW).The current engineering application,structural configuration,and construction method of PPRC-CW are introduced.Typical specimens were tested under reversed cyclical loading.The failure pattern,deformation mode and the bonding capacity were investigated.The finite element software ANSYS was then employed to establish the finite element model and to analyze the nonlinear property of the specimens.The distributed steel bars were simulated by dispersion model.Mix model is adopted to simulate the boundary elements.The bonding property of the prefabricated part and the cast-in-place part was simulated by three-dimension springs.The computed force-displacement curves agreed well with the test results.And there is no apparent difference between the strain distributions of the prefabricated part and the cast-in-place part.It is indicated that the lateral bearing capacity of the PPRC-CW is high and the compatibility of the prefabricated part and the cast-in-place part is good.
【Fund】: 国家自然科学基金(51008226、90815029、90915008);; 霍英东教育基金会第十二届高等院校青年教师基金应用研究课题(122012);; 光华同济土木学院基金
【CateGory Index】: TU375
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