A NEW APPROACH FOR PREDICTING SHEAR CAPACITY OF SRC COLUMNS
A new approach for predicting the shear capacity of steel reinforced concrete columns is put forward, which employs the tensile strength of concrete for scaling the shear capacity of concrete and can be linked up with the shear capacity calculation of reinforced concrete columns in Code for Design of Concrete Structures (GB50010-2002) when the ,area of shape steel is down to zero. A parameter is also employed in the formula to take the interaction between concrete and shape steel into account. 65 specimens are employed to verify the formula, the comparison between experimental and theoretical calculation results illuminates that the formula can well evaluate the shear capacity of steel reinforced concrete columns. The formula can be applied to the steel reinforced concrete columns which possess the strength level of concrete various from C30 to C80 and can unify the shear capacity calculation of steel reinforced concrete columns with high strength concrete and normal strength concrete.
Steel reinforced concrete Shear capacity, Column
Kai Wu Jian-Yang Xue Hong-Tie Zhao Xiao-Wei Jiang
School of Civil Engineering, Xian University of Architecture & Technology, Xian 710055,P.R. China
国际会议
第十届国际结构工程青年学者研讨会(The Tenth International Symposium on Structural Engineering for Young Experts)
长沙
英文
668-671
2008-10-19（万方平台首次上网日期，不代表论文的发表时间）