Modeling the Structural Effects of Rust in Concrete Cover
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Univ. of Cyprus, PO Box 20537, 1678 Nicosia, Cyprus.
2. Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge, CB2 1PZ, UK.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000215
Reference38 articles.
1. Achintha P. M. M. (2009). “Fracture analysis of debonding mechanism for FRP plates.” Ph.D. thesis Engineering Dept. Univ. of Cambridge Cambridge UK.
2. Fracture Mechanics of Plate Debonding
3. Cover cracking as a function of bar corrosion: Part I-Experimental test
4. Balafas I. (2003). “Fibre-reinforced-polymers vs steel in concrete bridges: Structural design and economic viability.” Ph.D. thesis Engineering Dept. Univ. of Cambridge Cambridge UK.
5. Balafas I. and Burgoyne C. J. (2009). “Environmental conditions and corrosion initiation in concrete bridges.” Cem. Concr. Res. in press.
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