STATIC PUSH-OUT TEST ON STEEL-RECYCLED TIRE RUBBER-FILLED CONCRETE COMPOSITE BEAMS
Recycled tire rubber-filled concrete (RRFC) is employed into the steel-concrete composite structures due to its good ductility and crack resistance.Push-out tests were conducted to investigate the static behavior of different studs in normal concrete and RRFC.The results of the experimental investigations show that large studs lead a higher ultimate strength but worse ductility in normal concrete.Rubber particles in RRFC were shown to have little effect on shear strength when the compressive strength was equal to that of normal concrete, but can have a better ductility for studs in rubber-filled concrete.Besides that the quantity and width of cracks can be reduced by RRFC efficiently.Based on the test result, a modified empirical equation of ultimate slip was proposed to take not only the compressive strength, but also the ductility of the concrete into consideration.
Recycled tire rubber-filled concrete Steel-concrete composite beam Push-out test Large studs
Ying Xing Qi Guo Yaning Xu
College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan Shanxi 0300 Shanxi Transportation Research Institute, Taiyuan Shanxi 030000, China
国际会议
福州
英文
660-676
2018-11-07（万方平台首次上网日期，不代表论文的发表时间）