Abstract：
This article aims at the analysis of the interface bond properties between C50 high titanium heavy slag concrete (HTHSC) and steel bars. With reinforcement diameter and anchorage length as the variable parameters, we adopted the centric pull-out test method to conduct the experiment and made a contrast with C50 common concrete. The test results show that: the bond stress-slip curve tendency is similar to that of C50 common concrete. Compare with C50 common concrete, the ultimate bond stress of HTHSC increases by 3% to 71% and the initial bond stiffness also enhanced.
MU Ting-min,LIU Xiong-fei,DING Qing-jun et al. RESEARCH OF THE BOND PROPERTIES BETWEEN HIGH TITANIUM HEAVY SLAG CONCRETE AND REINFORCEMENT[J]. Architecture Technology, 2015, 46(6): 498-502.
