Numerical study on the flexural behaviour of normal- and high-strength concrete beams reinforced with GFRP bar, using different amounts of transverse reinforcement-Reference-Cited by-同舟云学术

Numerical study on the flexural behaviour of normal- and high-strength concrete beams reinforced with GFRP bar, using different amounts of transverse reinforcement

Published:2021-12 Issue: Volume:34 Page:3113-3124
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Kazemi Mostafa^ORCID,Madandoust Rahmat,Chastre Carlos,Reza Esfahani Mohammad,Courard Luc

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference65 articles.

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4. Pre- and post-heating behavior of concrete-filled steel tube stub columns containing steel fiber and tire rubber;Nematzadeh;Structures,2020

5. Restrained shrinkage cracking of fiber-reinforced high-strength concrete;Saradar;Fibers,2018

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