Evaluation of Shear Design Equations of Concrete Beams with FRP Reinforcement-Reference-Cited by-同舟云学术

Evaluation of Shear Design Equations of Concrete Beams with FRP Reinforcement

Published:2011-02 Issue:1 Volume:15 Page:9-20
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El-Sayed Ahmed K.¹²,Soudki Khaled¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh, Saudi Arabia.

2. Canada Research Chair Professor in Innovative Structural Rehabilitation, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author).

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.1943-5614.0000158

Reference39 articles.

1. Alkhrdaji T. Wideman M. Belarbi A. and Nanni A. (2001). “Shear strength of GFRP RC beams and slabs.” Proc. Int. Conf.: Composites in Construction—CCC 2001 Balkema The Netherlands 409–414.

2. Alsayed S. H. Al-Salloum Y. A. and Almusallam T. H. (1997). “Shear design for beams reinforced by GFRP bars.” Proc. 3rd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3) Vol. 2 Balkema The Netherlands 285–292.

3. American Concrete Institute (ACI). (2004). “Prestressing concrete structures with FRP tendons.” ACI 440.4R-04 Farmington Hills Mich.

4. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318-05/ACI 318R-05 Farmington Hills Mich.

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

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