Behavior of FRP-Strengthened RC Beams with Large Rectangular Web Openings in Flexure Zones: Experimental and Numerical Study-Reference-Cited by-同舟云学术

Behavior of FRP-Strengthened RC Beams with Large Rectangular Web Openings in Flexure Zones: Experimental and Numerical Study

Published:2018-07-26 Issue:1 Volume:12 Page:
ISSN:1976-0485
Container-title:International Journal of Concrete Structures and Materials
language:en
Short-container-title:Int J Concr Struct Mater

Author:

Almusallam Tarek,Al-Salloum Yousef,Elsanadedy Hussein,Alshenawy Abdulhafiz,Iqbal Rizwan

Funder

Deanship of Scientific Research Chairs at King Saud University, Saudi Arabia for Chair of Research and Studies in Strengthening and Rehabilitation of Structures at Civil Engineering Department

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1186/s40069-018-0272-5.pdf

Reference41 articles.

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2. Alagusundaramoorthy, P., Harik, I. E., & Choo, C. C. (2003). Flexural behavior of r/c beams strengthened with carbon fiber reinforced polymer sheets or fabric. ASCE Journal of Composites for Construction, 7(4), 292–301.

3. Almusallam, T. H., Elsanadedy, H. M., & Al-Salloum, Y. A. (2015). Effect of longitudinal steel ratio on behavior of RC beams strengthened with FRP composites: Experimental and FE study. Journal of Composites for Construction, 19(1), 04014028.

4. Al-Salloum, Y. A. (2007). Influence of edge sharpness on the strength of square concrete columns confined with composite laminates. Composites Part B, 38, 640–650.

5. Al-Salloum, Y. A., Siddiqui, N. A., Elsanadedy, H. M., Abadel, A. A., & Aqel, M. A. (2011). Textile-reinforced mortar (TRM) versus FRP as strengthening material of seismically deficient RC beam-column joints. ASCE Journal of Composites for Construction, 15(6), 875–1002.

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