Effect of Member Depth on Shear Strength of High-Strength Fiber-Reinforced Polymer–Reinforced Concrete Beams-Reference-Cited by-同舟云学术

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

Published:2012-04 Issue:2 Volume:16 Page:119-126
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Alam M. S.¹,Hussein A.²

Affiliation:

1. Post doctoral Fellow, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, A1B3X5, Canada (corresponding author).

2. Associate Professor and Chair of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, A1B3X5, Canada.

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.1943-5614.0000248

Reference40 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. American Concrete Institute (ACI). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” Technical Committee Document 440.1R-06 Farmington Hills MI.

3. Ashour A. F. (2006). “Flexural and shear capacities of concrete beams reinforced with GFRP bars.” Constr. Build. Mater. 20 1005–1015.

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