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《Sichuan Building Science》 2009-04
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Analysis of FEM on behaviour of steel-reinforced concrete composite beam with shear(Ⅱ)——Failure mode and influence behaviors of design parameters

XIE Jianxue,FANG Youzhen,SHAO Yongjian(Key Laboratory of Structure Engineering of Jiangsu Province,Collegs of Civil Engineering,Suzhou University of Science and Technology,Suzhou 215011,China)  
To investigate the behavior of Steel-Reinforced Concrete composite beam with shear systematically,the results from the nonlinear finite element program in then reference [1] was utilized to analyze,the failure modes were derived.The results showed them agree well with the test.Moreover the shear-span ratios and RC strength were analyzed,the study results provide the theoretical basis for relative specification and code.
【Fund】: 建设部科技攻关项目(01-2-20);; 江苏省建设系统科技计划项目(JS20042)
【CateGory Index】: TU398.9
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