Concrete-to-concrete bond Strength: A review

被引:51
作者
EL Afandi, M. [1 ]
Yehia, S. [1 ]
Landolsi, T. [2 ]
Qaddoumi, N. [3 ]
Elchalakani, M. [4 ]
机构
[1] Amer Univ Sharjah, Dept Civil Engn, Sharjah, U Arab Emirates
[2] Amer Univ Sharjah, Dept Comp Sci & Engn, Sharjah, U Arab Emirates
[3] Amer Univ Sharjah, Dept Elect Engn, Sharjah, U Arab Emirates
[4] Univ Western Australia, Sch Civil Environm & Min Engn, Perth, Australia
关键词
Concrete-to-concrete; Bond strength; Surface preparation; Bond testing methods; ELECTRICALLY CONDUCTIVE CONCRETE; PERFORMANCE FIBER CONCRETE; CONVENTIONAL CONCRETE; REPAIRED CONCRETE; SUBSTRATE; ROUGHNESS; METAKAOLIN; OVERLAY;
D O I
10.1016/j.conbuildmat.2022.129820
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, an extensive review for concrete-to-concrete bond strength was conducted. Several major factors that affect the bond strength between concrete layers such as differential stiffness, shrinkage and age, concrete type, surface preparation, and variation of compressive strength between layers were considered in the discussion. In addition, the paper presents some of the most common tests performed to measure the bond strength of a sample, such as slant shear test, direct shear test, split tension test, and pull off test. Additionally, several codes recommendations for concrete-to-concrete bond in structural applications were presented and discussed.
引用
收藏
页数:17
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