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

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Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Experimental research

Published:2018-02 Issue:1 Volume:19 Page:152-161
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Kaszubska Monika¹^ORCID,Kotynia Renata²^ORCID,Barros Joaquim A. O.²^ORCID,Baghi Hadi³^ORCID

Affiliation:

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

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

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

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.201700174

Reference34 articles.

1. Concrete Contribution to the Shear Resistance of Fiber Reinforced Polymer Reinforced Concrete Members

2. The riddle of shear failure and its solution;Kani G;ACI J Proc,1964

3. Fundamental Analysis of Aggregate Interlock

4. Shear Strength of Normal Strength Concrete Beams Reinforced with Deformed GFRP Bars

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2. Modified Shear Design Model for Steel- and Fiber- Reinforced Polymer-Reinforced Concrete Beams;ACI Structural Journal;2024-01-01

3. Experimental and numerical investigation of large-scale reinforced concrete deep beams designed with the Generative Tie Method;Structures;2023-12

4. Proposing a one-way shear design model for FRP-RC members: Evaluation and reliability calibration;Engineering Structures;2023-10

5. A shear model for FRP reinforced concrete elements based on refined Critical Shear Crack Theory parameters;Journal of Building Engineering;2023-08

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