Reliability Analysis on Load-Bearing Capacity of Axially Loaded of Recycled Aggregate Concrete-Filled Steel Tube

Author:

Yang Rong Hua1,Mai Gao Bo2

Affiliation:

1. Xiamen University of Technology

2. Xiamen Xinglin Construction Development Company

Abstract

The first degree second order moment method (JC method) is applied to analyze the reliability of recycled aggregate concrete-filled steel tube (RACFST). Several performances are studies, which are the influences of different load combinations, specific values of loads,confinement coefficients and recycled coarse aggregate replacement percentage on the reliability of the column. It is found that the reliability index varied with the load combination and specific value of loads. The analytical results indicate that the reliability index of the round steel tube is higher than square steel tube and the influence of recycled coarse aggregate replacement percentage can almost be ignored It can be concluded that the formula had great influence on reliability index and the revised formula can meet the requirements of the ductility of structure reliability.

Publisher

Trans Tech Publications, Ltd.

Reference13 articles.

1. Yang Y F, Han L H. Experimental behavior of recycled aggregate concrete filled steel tubular columns[J]. Journal of Construction Steel Research, 2006, 62(12): 1310-1324.

2. Xiao J Z, Li J B, Zhang C. Mechanical properties of recycled aggregate concrete under uniaxial loading[J]. Cement and Concrete Research, 2005,35 (6): 1187-1194.

3. Chen Zongping, Ke Xiaojun, Xue Jianyang. Mechanical performance and ultimate bearing capacity calculation of steel tube confined recycled coarse aggregate concrete [J]. China Civil Engineering Journal, 2013, 46(2): 70-77. (in Chinese).

4. Ke Xiaojun, Chen Zongping, Xue Jianyang. Experimental study on the bearing capacity of recycled aggregate concrete-filled square steel tube short columns under axial compression[J]. Engineering mechanics. 2013, 30 (8) : 35-41. (in Chinese).

5. Wu Bo, Liu Wei, Xu Zhe, Liu Qiongxiang. Experimental study on the behavior of recycled-concrete-segment/lump filled steel tubular stub columns subjected to concentrically axial load [J]. China Civil Engineering Journal, 2010, 43(2): 32-38. (in Chinese).

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