Scientific Research and Essays - Article Cited by

Scientific Research and Essays

Abbreviation: Sci. Res. Essays
Language: English
ISSN: 1992-2248
DOI: 10.5897/SRE
Start Year: 2006
Published Articles: 2768

Full Length Research Paper

An experimental study on shear reinforcement in RC beams using CFRP-bars

Mohsen Kobraei*, Mohd Zamin Jumaat and Payam Shafigh

Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia.
Email: [email protected]

Article Number - 0AA9ADF31022
Vol.6(16), pp. 3447-3460 , August 2011
https://doi.org/10.5897/SRE11.650

Accepted: 13 July 2011
Published: 19 August 2011

Copyright © 2024 Author(s) retain the copyright of this article.
This article is published under the terms of the Creative Commons Attribution License 4.0.

CrossRef Citations (7)

See more citations on Google Scholar

1.

Tran Duong T.,Pham Thong M.,Hao Hong,Chen Wensu, . (2021) Numerical study on bending response of precast segmental concrete beams externally prestressed with FRP tendons . Engineering Structures

2.

Goldston M.,Remennikov A.,Sheikh M. Neaz, . (2016) Experimental investigation of the behaviour of concrete beams reinforced with GFRP bars under static and impact loading . Engineering Structures

3.

Aslam Muhammad,Shafigh Payam,Jumaat Mohd Zamin,Shah S N R, . (2015) Strengthening of RC beams using prestressed fiber reinforced polymers – A review . Construction and Building Materials

4.

Seismic Retrofit of Existing Reinforced Concrete Buildings

5.

Tran Duong T.,Pham Thong M.,Hao Hong,Chen Wensu, . (2021) Numerical investigation of flexural behaviours of precast segmental concrete beams internally post-tensioned with unbonded FRP tendons under monotonic loading . Engineering Structures

6.

Shawki Ali Noura Khaled,Mahfouz Sameh Youssef,Amer Nabil Hassan, . (2023) Flexural Response of Concrete Beams Reinforced with Steel and Fiber Reinforced Polymers . Buildings

Copyright © 2024 Author(s) retain the copyright of this article.

This article is published under the terms of the Creative Commons Attribution License 4.0

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