Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Analytical model-Reference-Cited by-同舟云学术

Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Analytical model

Published:2018-02 Issue:1 Volume:19 Page:162-173
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Baghi Hadi¹^ORCID,Barros Joaquim A. O.²^ORCID,Kaszubska Monika¹^ORCID,Kotynia Renata³^ORCID

Affiliation:

1. Department of Civil and Environmental Engineering Wayne State University Detroit Michigan

2. ISISE, Department of Civil Engineering University of Minho Guimarães Portugal

3. Faculty of Civil Engineering, Architecture and Environmental Engineering Lodz University of Technology Lodz Poland

Funder

FCT

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201700175

Reference18 articles.

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

2. ACI Committee A.C.I. I. O. for S. Building Code Requirements for Structural Concrete (ACI 318‐08) and Commentary. American Concrete Institute Farmington MI 509. doi:10.1016/0262‐5075(85)90032‐6 60.

3. The modified compression‐field theory for reinforced concrete elements subjected to shear;Vecchio FJ;ACI J Proc,1986

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

5. Influence of Longitudinal GFRP Reinforcement Ratio on Shear Capacity of Concrete Beams without Stirrups

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