Modeling Cover-Cracking due to Reinforcement Corrosion in RC Structures
Author:
Affiliation:
1. Members, ASCE
2. Assoc. Prof., Dept. of Civ. Engrg., Demokritus Univ. of Thrace, 67100 Xanthi, Greece. E-mail: pantaz@cvil.duth.gr
3. Asst. Prof., School of Civ. and Envir. Engrg., Cornwell Univ., Ithaca, NY 14853. E-mail: k _papoulia@cornell.edu
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A4%28342%29
Reference19 articles.
1. Effect of Reinforcement Corrosion on Flexural Behavior of Concrete Slabs
2. Almussallam A. A. Al-Gahtani A. S. Aziz A. R. and Rasheeduzzafar. ( 1996a). . “Effect of reinforcement corrosion on bond strength.” Construction and Building Materials 10(2) 123–129.
3. Andrade C. Alonso C. and Molina F. J. ( 1993). “Cover cracking as a function of rebar corrosion: Part I—Experim. test.” Mat. and Struct. Paris 26 453–464.
4. . “Physical model for steel corrosion in concrete sea structures—Theory.”;Bazant Z. P.;J. Struct. Div.,1979
5. . “Physical model for steel corrosion in concrete sea structures—Application.”;Bazant Z. P.;J. Struct. Div.,1979
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