Comparative Study of Models on Confinement of Concrete Cylinders with Fiber-Reinforced Polymer Composites
Author:
Affiliation:
1. Assistant Professor, Dept. of Innovation Engineering, Univ. of Lecce, via per Monteroni, 73100 Lecce, Italy.
2. Emeritus Professor, Dept. of Building Materials, Chalmers Univ. of Technology, SE-412 96 Göteborg, Sweden.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282003%297%3A3%28219%29
Reference45 articles.
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2. Stress-strain curves of concrete confined by spiral reinforcement.;Ahmad S. M.;J. Am. Concr. Inst.,1982
3. Total strain theory and path-dependence of concrete.;Bažant Z. P.;J. Eng. Mech. Div., Am. Soc. Civ. Eng.,1980
4. Considère A. (1906). Experimental researches on reinforced concrete L. S. Moisseiff translator McGraw New York.
5. Stress-Strain Model for Confined High-Strength Concrete
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