Review and validation of code expressions and developed models in last three decades estimating concrete shear strength of FRP-reinforced members without stirrups-Reference-Cited by-同舟云学术

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Review and validation of code expressions and developed models in last three decades estimating concrete shear strength of FRP-reinforced members without stirrups

Published:2023-12 Issue: Volume:19 Page:e02352
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

El Zareef Mohamed A.,Badawi Moataz,Elbisy Ahmed M.

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference46 articles.

1. Evaluation of code provisions predicting the concrete shear strength of FRP-reinforced members without shear reinforcement;El Zareef;Compos. Struct.,2021

2. Shear strength prediction model of FRP bar-reinforced concrete beams without stirrups;Danying;Math. Probl. Eng.,2020

3. Shear strength calculating model of FRP bar reinforced concrete beams without stirrups;Gao;Eng. Struct.,2020

4. Predicting shear capacity of FRP-reinforced concrete beams without stirrups by artificial neural networks, gene expression programming, and regression analysis;Ghazi;Adv. Civ. Eng.,2018

5. Shear strength of large FRP-reinforced concrete beams without shear reinforcement;Yousif;Zanco J. Pure Appl. Sci., Univ. Salahaddin, Erbil, Iraq,2015

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