Concrete Contribution to Shear Strength of Beams Reinforced with Basalt Fiber-Reinforced Bars-Reference-Cited by-同舟云学术

Concrete Contribution to Shear Strength of Beams Reinforced with Basalt Fiber-Reinforced Bars

Published:2016-08 Issue:4 Volume:20 Page:04015082
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El Refai Ahmed¹,Abed Farid²

Affiliation:

1. Assistant Professor, Dept. of Civil and Water Engineering, Laval Univ., Québec City, QC, Canada G1V 0A6 (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates.

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.1943-5614.0000648

Reference33 articles.

1. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

2. ACI (American Concrete Institute). (2015). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-15 Farmington Hills MI.

3. Effect of member depth on shear strength of high-strength fiber-reinforced polymer-reinforced concrete beams;Alam M. S.;J. Compos. Constr.,2012

4. Size effect on shear strength of FRP reinforced concrete beams without stirrup;Alam M. S.;J. Compos. Constr.,2013

5. Alkhrdaji T. Wideman M. A. Belarbi A. and Nanni A. (2001). “Shear strength of GFRP RC beams and slabs.” Proc. 2nd Int. Conf. on Composites for Construction (CCC) J. Figueiras L. Juvandes and R. Furia eds. Porto Portugal 409–414.

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