Unified Shear Design Equation for Concrete Members Reinforced with Fiber-Reinforced Polymer without Stirrups

Author:

Alam Md Shah1,Hussein Amgad2

Affiliation:

1. Postdoctoral Fellow, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5 (corresponding author).

2. Associate Professor and Chair of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference35 articles.

1. Alam M. S. (2010). “Influence of different parameters on shear strength of FRP reinforced concrete beams without web reinforcement.” Ph.D. dissertation Faculty of Engineering and Applied Science Memorial Univ. of Newfoundland St. John’s NL Canada.

2. Alam M. S. and Hussein A. (2009). “Experimental investigation of size effect on shear strength of FRP reinforced concrete beams.” Proc. 4th Int. Conf. on Construction Materials: Performance Innovations and Structural Implications Japan Concrete Institute Tokyo Japan.

3. Experimental investigation on the effect of longitudinal reinforcement on shear strength of fibre reinforced polymer reinforced concrete beams

4. Effect of Member Depth on Shear Strength of High-Strength Fiber-Reinforced Polymer–Reinforced Concrete Beams

5. Alkhrdaji T. Wideman M. Belarbi A. and Nanni A. (2001). “Shear strength of GFRP RC beams and slabs.” Proc. Composites in Construction J. Figuerias et al. eds. Swets and Zeitlinger Lisse Netherlands 409–414.

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