Investigation of RC Beams Strengthened with Prestressed NSM CFRP Laminates
Author:
Affiliation:
1. Ph. D. Candidate, Civil Engineering Dept., Univ. of Memphis, Memphis, TN 38152 (corresponding author).
2. Professor, Civil Engineering Dept., Isfahan Univ. of Technology, Isfahan, Iran.
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.1943-5614.0000225
Reference30 articles.
1. American Concrete Institute (ACI). (2002a). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 Farmington Hills MI.
2. American Concrete Institute (ACI). (2002b). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209-02 Farmington Hills MI.
3. ASTM. (2000). “Standard test method for tensile properties of polymer matrix composite materials.” D3039-00 West Conshohocken PA.
4. ASTM. (2003). “Standard test methods and definitions for mechanical testing of steel products.” A370-03 West Conshohocken PA.
5. Flexural strengthening of RC beams with prestressed NSM CFRP rods – Experimental and analytical investigation
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