Design Approach to Determine Shear Capacity of Reinforced Concrete Beams Shear Strengthened with NSM Systems-Reference-Cited by-同舟云学术

Design Approach to Determine Shear Capacity of Reinforced Concrete Beams Shear Strengthened with NSM Systems

Published:2017-08 Issue:8 Volume:143 Page:04017061
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Baghi Hadi¹,Barros Joaquim A. O.²

Affiliation:

1. Postdoc, Dept. of Civil Engineering and Construction Engineering Technology, Louisiana Tech Univ., Ruston, LA 71272-0046 (corresponding author).

2. Full Professor, Institute for Sustainability and Innovation in Structural Engineering, Dept. of Civil Engineering, Univ. of Minho, 4800-058 Guimarães, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001793

Reference29 articles.

1. Baghi H. (2015). “The effectiveness of SHCC-FRP panels of the shear resistance of RC beams.” Ph.D. thesis Univ. of Minho Braga Portugal.

2. Bellamkonda S. A. (2013). “Modeling of shear strengthening of reinforced concrete beams retrofitted with externally bonded fiber reinforced polymers.” Master thesis Univ. of Louisiana State Baton Rouge LA.

3. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2006

4. New Approach for Modeling the Contribution of NSM FRP Strips for Shear Strengthening of RC Beams

5. Design formula to evaluate the NSM FRP strips shear strength contribution to a RC beam

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