Experimental Investigation on Torsional Behavior of Solid and Box-Section RC Beams Strengthened with CFRP Using Photogrammetry
Author:
Affiliation:
1. Research Student, Dept. of Civil Engineering, Monash Univ., Victoria 3800, Australia.
2. Head of Structures Group, Dept. of Civil Engineering, Monash Univ., Victoria 3800, Australia (corresponding author). E-mail: al-mahaidi@eng.monash.edu.au
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%282006%2910%3A4%28321%29
Reference13 articles.
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2. Collier D. P. A. (2005). “3D coordinate transformation program.” (CD-ROM) Dept. of Geomatics Univ. of Melbourne Melbourne Australia.
3. Upgrading Torsional Resistance of Reinforced Concrete Beams Using Fiber-Reinforced Polymer
4. Gosbell T. and Meggs R. (2002). “West Gate Bridge approach spans FRP strengthening Melbourne Australia.” Proc. IABSE Symp. Melbourne Australia.
5. Hii A. K. Y. and Al-Mahaidi R. (2005). “Torsional strengthening of solid and box-section RC beams using CFRP composites.” Proc. 3rd Int. Conf. on Composites in Construction Lyon France 59–68.
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