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《Sichuan Building Science》 2010-01
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Experimental research and calculation analysis on shear crack loading of steel reinforced concrete special-shaped columns

CHEN Zongping1,XUE Jianyang2,ZHAO Hongtie2(1.College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China;2.School of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China)  
According to the experimental research on 12 small shear span ratio specimens of steel reinforced concrete(SRC) special-shaped columns under reversed loading;the shear crack loading of the specimens can be obtained.The influence of shear span ratio,axial compress ratio and loading direction on shear crack loading are analyzed.Through compiling the computer program,the influence of the flange of SRC special-shaped columns on the shear crack loading are researched,and the enhance coefficient of flange to the shear crack loading is given.According to the analysis result and considering to the steel shape's influence,the formula of shear crack loading is established.The formula's computation results are satisfactory well with the experimental results.All this may be helpful to the designation of SRC special-shaped columns.
【Fund】: 国家自然科学基金资助项目(50478044);; 广西青年科学基金(桂科青0832004);; 陕西省教育厅自然科学专项计划项目(07jk301);; 广西大学科研基金(X071042)
【CateGory Index】: TU398.9
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