Review on NSM CFRP Strengthened RC Concrete Beams in Shear-Reference-Cited by-同舟云学术

Review on NSM CFRP Strengthened RC Concrete Beams in Shear

Published:2021-10-27 Issue: Volume:2021 Page:1-16
ISSN:1687-8094
Container-title:Advances in Civil Engineering
language:en
Short-container-title:Advances in Civil Engineering

Author:

Kadhim Majid M. A.¹,Altaee Mohammed J.²,Adheem Ali Hadi³,Chabuk Ali⁴,Al-Ansari Nadhir⁵^ORCID

Affiliation:

1. College of Engineering, University of Babylon, Hilla, Iraq

2. Research Centre and Environmental Studies, University of Babylon, Hilla, Iraq

3. Kerbala Technical Institute, Al-Furat Al-Awsat Technical University, Kerbala 56001, Iraq

4. Department of Environment Engineering, College of Engineering, University of Babylon, Babylon 51001, Iraq

5. Department of Civil Environmental and Natural Resources Engineering, Lulea University of Technology, Lulea 97187, Sweden

Abstract

The use of NSM FRP strengthening of concrete structures has become an attractive option to retrofit the existing structures against shear and flexure. This paper reviews only the utilization of NSM for shear in previous review articles. A database of tests of NSM strengthened beams in shear is presented to evaluate the existing design formulations of calculating the NSM contribution in shear. These formulations were in agreement with the experimental results in the database. Further research topics are also identified such as the shape of NSM FRP bars, combined effects of existing steel stirrups, and NSM FRP reinforcement and analytical formulations.

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Link

http://downloads.hindawi.com/journals/ace/2021/1074010.pdf

Reference115 articles.

1. Shear capacity of FRP-strengthened RC beams: FRP debonding

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