Bond Strength between Recycled Concrete and Rebar under Stirrup Constraint after Freeze-thaw Cycles

Author:

Li ZuohuaORCID,Deng Zhiheng,Yang HaifengORCID,Tang ZhiyuORCID,Wang WeiORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference34 articles.

1. ASTM C666/C666M (2003) Standard test method for resistance of concrete to rapid freezing and thawing. ASTM Int West Conshohocken, PA, US

2. BS EN 1992-1-1 (2004) Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings. British Standards Institution, London, Britain

3. Butler L, West JS, Tighe SL (2011) The effect of recycled concrete aggregate properties on the bond strength between RCA concrete and steel reinforcement. Cement & Concrete Research 41(10):1037–1049, DOI: https://doi.org/10.1016/j.cemconres.2011.06.004

4. Choi OC, Choi H (2017) Bearing angle model for bond of reinforcing bars in concrete. ACI Structural Journal 114(1):245–253

5. Diederichs U, Schneider U (1981) Bond strength at high temperatures. Magazine of Concrete Research 33(115):75–84, DOI: https://doi.org/10.1680/macr.1981.33.115.75

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