Uncertain Factors Relating to the Prediction of Corrosion-induced Cracking of Concrete Cover
Author:
Affiliation:
1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/18/11/18_699/_pdf
Reference112 articles.
1. 1) ACI, (2008). “ACI Guide 209.2R-08 for modeling and calculating shrinkage and creep in hardened concrete.” Farmington Hills, Michigan, USA: American Concrete Institute.
2. 2) Al-Harthy, A. S., Stewart, M. G. and Mullard, J., (2011). “Concrete cover cracking caused by steel reinforcement corrosion.” Magazine of Concrete Research, 63(9), 655-667.
3. 3) Alonso, C., Andrade, C., Rodriguez, J. and Diez, J. M., (1998). “Factors controlling cracking of concrete affected by reinforcement corrosion.” Materials and Structures, 31(7), 435-441.
4. 4) Andrade, C., Alonso, C. and Molina, F. J., (1993). “Cover cracking as a function of bar corrosion: Part I - Experimental test.” Materials and Structures, 26(8), 453-464.
5. 5) Balafas, I. and Burgoyne, C. J., (2011). “Modeling the structural effects of rust in concrete cover.” Journal of Engineering Mechanics, 137(3), 175-185.
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