Prediction of Concrete Crack Width under Combined Reinforcement Corrosion and Applied Load
Author:
Affiliation:
1. Professor and Head of School, School of Civil, Environmental and Chemical Engineering, RMIT Univ., Australia (corresponding author).
2. Teaching Associate, Dept. of Civil Engineering, Univ. of Strathclyde, UK.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000289
Reference34 articles.
1. American Concrete Institute (ACI) Committee 365. (2002). “Service life prediction—state-of-the-art report.” ACI365.1R-00 American Concrete Institute Farmington Hills MI 44.
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3. Cover cracking as a function of bar corrosion: Part I-Experimental test
4. Physical model for steel corrosion in concrete sea structures—theory;Bažant Z. P.;J. Struct. Div., ASCE,1979
5. Nonlocal Integral Formulations of Plasticity and Damage: Survey of Progress
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