Behavior of Concrete Beams Strengthened with Fiber-Reinforced Polymer Laminates under Impact Loading
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721.
2. Professor, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721.
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%28209%29
Reference6 articles.
1. Abrate S. (1998). Impact on composite structures Cambridge University Press Cambridge U.K.
2. Effect of steel strength and reinforcement ratio on the model of failure and strain energy capacity of reinforced concrete beams.;American Concrete Institute (ACI) Committee 439.;J. ACI,1969
3. Influence of material thickness on the response of carbon-fabric/epoxy panels to low velocity impact
4. Effects of reinforced concrete properties on resistance to hard projectile impact.;Dancygier A. N.;ACI Struct. J.,1999
5. Impact Loading of Concrete Beams Externally Strengthened with CFRP Laminates
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