Effect of Longitudinal Steel Ratio on Behavior of RC Beams Strengthened with FRP Composites: Experimental and FE Study-Reference-Cited by-同舟云学术

Effect of Longitudinal Steel Ratio on Behavior of RC Beams Strengthened with FRP Composites: Experimental and FE Study

Published:2015-02 Issue:1 Volume:19 Page:04014028
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Almusallam T. H.¹,Elsanadedy H. M.²,Al-Salloum Y. A.¹

Affiliation:

1. Professor, Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia.

2. Dept. of Civil Engineering, Helwan Univ., Cairo, Egypt; presently, Assistant Professor, Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia (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.1943-5614.0000486

Reference31 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 American Concrete Institute Detroit MI.

2. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 American Concrete Institute Detroit MI.

3. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 American Concrete Institute Detroit MI.

4. ASTM. (2009). “Standard test methods for tension testing of metallic materials.” ASTM E8/E8M American Society for Testing and Materials West Conshohocken PA.

5. ASTM. (2010). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39/C39M American Society for Testing and Materials West Conshohocken PA.

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