The Open Construction & Building Technology Journal




ISSN: 1874-8368 ― Volume 12, 2018
RESEARCH ARTICLE

The Influence of CFRP Orientation Angle on the Shear Strength of RC Beams



Yasmin Murad*
Civil Engineering Department Chair, The University of Jordan, Amman, 11942 Jordan

Abstract

Background:

Carbon Fiber Reinforced Polymer (CFRP) sheets are widely used for strengthening and repairing reinforced concrete structures. Previous experimental studies have shown that strengthening Reinforced Concrete (RC) beams with CFRP sheet can be greatly influenced by the configuration, orientation and properties of the CFRP sheets.

Objective:

The behaviour of RC beams, strengthened with 60° and 45° inclined CFRP sheets, has not clearly explained.

Method:

Thus, an experimental program, proposed in this paper, investigates the shear behaviour of RC beams strengthened with CFRP sheets under different orientation angles including 0˚, 45˚, 60˚ and 90˚.

Result:

The study shows that strengthening RC beams with CFRP is highly influenced by the orientation angle of the sheets. The influence of CFRP sheets is remarkable on increasing the ultimate deflection, ductility and shear strength of RC beams.

Conclusion:

It is beneficial to strengthen RC beams, which are weak in shear, obliquely using 45˚ or 60˚ inclined CFRP sheets.

Keywords: CFRP, RC, Shear, Strengthening, Angles, Ductility.


Article Information


Identifiers and Pagination:

Year: 2018
Volume: 12
First Page: 269
Last Page: 281
Publisher Id: TOBCTJ-12-269
DOI: 10.2174/1874836801812010269

Article History:

Received Date: 28/7/2018
Revision Received Date: 19/9/2018
Acceptance Date: 19/9/2018
Electronic publication date: 31/10/2018
Collection year: 2018

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© 2018 Yasmin Murad.

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: (https://creativecommons.org/licenses/by/4.0/legalcode). This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.


* Address Correspondence to this author at the Civil Engineering Department Chair, The University of Jordan, Amman, 11942 Jordan ; Tel: +96279 6666802; E-mail: y.murad@ju.edu.jo


Endorsements



"We greatly appreciate the efficient, professional and rapid processing of our paper by your team. The editors are so kind and professional to send us the reviewers' feedback in time. Those comments were all valuable and very helpful for us in revising and improving our paper."


Hailong Zhao
School of Civil Engineering,
Tianjin University, Tianjin,
China


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