Bond–Slip Law Between Steel Bar and Different Cement-Based Materials Considering Anchorage Position Function

Frontiers in Materials

Fan Mo¹  Jie Xiao²  Zikang Huang²  Dejun Deng²  Haibo Jiang²  Lingfei Liu³  Xiang Long⁴  Ming Ye⁴ 

[1] Architecture/Foshan University, Foshan, China;School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, China;;School of Transportation, Civil Engineering &Yuexiu Transport Infrastructure Co., Ltd., Hongkong, China;

关键词: bond-behavior;    engineered cementitious composite;    pull-out tests;    anchorage position function;    critical anchorage length;   

DOI  :  10.3389/fmats.2021.801452

来源: DOAJ

【 摘 要 】

The bond performance between steel bar and cement-based materials was the prerequisite for the two materials to work together, and previous studies showed that the bond behavior of the steel bars and cement-based materials will vary with the kinds of cement-based materials. For this reason, this paper adopted 12 direct pullout test specimens including three types of concrete and two types of steel bars. The strain of the steel bar at six measuring points was measured with a strain gauge. Based on the measured strain and free end slip of the steel bars, the distribution of steel stress, bond stress, and relative slip and the bond slip relation along the anchorage length were obtained and analyzed for different concrete and different steel bars. Based on these test results of steel strain and relative slip at six measuring points, the anchorage position function could be established in consideration of anchorage position, which was conducive to the establishment of an accurate bond–slip relationship. In addition, the anchorage length of the steel bar in Engineered Cementitious Composites (ECC) calculated from the equilibrium equation of critical limit state is only half of the anchorage length calculated in the current Code for Design of Concrete Structures (GB 50010-2010) in China. It is suggested to establish the critical anchorage length formula suitable for ECC in future studies.

【 授权许可】

Unknown