Experimental and Analytical Investigation of FRP Retrofitted Glued-Laminated Beams Subjected to Simulated Blast Loading
Author:
Affiliation:
1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Carleton Univ., Nepean, ON, Canada K1S 5B6 (corresponding author).
2. Associate Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002084
Reference33 articles.
1. Buchanan A. H. 1984. “Strength model and design methods for bending and axial load interaction in timber members.” Ph.D. dissertation Dept. of Civil Engineering Univ. of British Columbia.
2. Combined Bending and Axial Loading in Lumber
3. Bending Strength of Lumber
4. Strengthening Timber Bridge Beams Using Carbon Fiber
5. Dorey A. B. and J. J. R. Cheng. 1996a. “The behavior of GFRP glued laminated timber beams.” In Proc. 2nd Int. Conf. Advanced Composite. Materials in Bridges and Structures edited by M. M. El-Badry 787–794. Montreal Canada: Canadian Society for Civil Engineering.
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