Optimization of test method for bond performance between steel bar and concrete
Authors:
- Qing WangQWQing Wang
- Binjian ChenBCBinjian Chen
- Gang XuGXGang Xu
- Hao BaoHBHao Bao
- Jun ZengJZJun Zeng
- Xuan XiangXXXuan Xiang
- 15 December 2022
- journal article
- research article
- Published by Elsevier in Structures
- Vol. 47, 1822-1835
Abstract
No abstract availableKeywords
Funding Information
- Higher Education Discipline Innovation Project (D20015)
- Natural Science Foundation of Yichang Municipality (A20-3-012)
This publication has 13 references indexed in Scilit:
- Bond performance of steel rebar embedded in 80–180 MPa ultra-high-strength concreteCement and Concrete Composites, 2018
- Comparison of Bond-Slip Behaviour Between Three Different Concrete Grades and Deformed Steel BarsAdvanced Science Letters, 2018
- Factors affecting bond development between Ultra High Performance Concrete (UHPC) and steel bar reinforcementConstruction and Building Materials, 2017
- Bond stress-slip behaviour of concrete and steel under high-loading ratesInternational Journal of Computational Methods and Experimental Measurements, 2016
- Bond behavior of steel reinforcement in high-performance fiber-reinforced cementitious composite flexural membersMaterials and Structures, 2014
- Influence of the relative rib area on bond behaviourMagazine of Concrete Research, 2014
- Bond between deformed reinforcement and normal and high-strength concrete with and without fibersMaterials and Structures, 2009
- Bond behaviour of reinforcement in self-compacting concretesConstruction and Building Materials, 2009
- Size effect on bond strength of deformed barsConstruction and Building Materials, 2004
- Cracking of concrete cover along anchored deformed reinforcing barsMagazine of Concrete Research, 1979