Compressive Strength of CFRP Composites Used for Strengthening of RC Columns: Comparative Evaluation of EBR and Grooving Methods
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, 8415683111 Isfahan, Iran.
2. Ph.D. Candidate, Dept. of Civil Engineering, Isfahan Univ. of Technology, 8415683111 Isfahan, Iran (corresponding author).
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%29CC.1943-5614.0000545
Reference37 articles.
1. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.
2. Effect of Fiber Orientation and Ply Mix on Fiber Reinforced Polymer-Confined Concrete
3. Concrete Society. (2004). “Design guidance for strengthening concrete structures using fiber composite materials.” Technical Rep. No. 55 Camberley Surrey U.K.
4. Failure mechanism analysis under compression loading of unidirectional carbon/epoxy composites using micromechanical modelling
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