Effect of concrete strength and longitudinal reinforcement arrangement on the performance of reinforced concrete beams strengthened using EBR and EBROG methods-Reference-Cited by-同舟云学术

Effect of concrete strength and longitudinal reinforcement arrangement on the performance of reinforced concrete beams strengthened using EBR and EBROG methods

Published:2020-02 Issue: Volume:205 Page:110072
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Sabzi Javad,Esfahani M. Reza,Ozbakkaloglu Togay,Farahi Behrouz

Funder

Ferdowsi University of Mashhad

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference77 articles.

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3. The effect of transverse and flexural reinforcement on deflection and cracking of GFRP bar reinforced concrete beams;Khorasani;Compos B Eng,2019

4. Shear strength of circular concrete beams reinforced with glass fiber-reinforced polymer bars and spirals;Ali;ACI Struct J,2017

5. Strength and behavior of circular FRP-reinforced concrete sections without web reinforcement in shear;Ali;J Struct Eng,2016

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