Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates

This paper proposes a method to modify the strut effectiveness factor in the strut-and-tie model for CFRP-strengthened reinforced concrete deep beams. Two groups of deep beams comprising six ordinary reinforced concrete deep beams and six CFRP-strengthened reinforced concrete deep beams were experim...

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Main Authors: Panjehpour, Mojtaba, Abang Ali, Abang Abdullah, Voo, Yen Lei, Abd Aziz, Farah Nora Aznieta
Format: Article
Published: Consejo Superior de Investigaciones Cientificas (C S I C) 2014
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author Panjehpour, Mojtaba
Abang Ali, Abang Abdullah
Voo, Yen Lei
Abd Aziz, Farah Nora Aznieta
author_facet Panjehpour, Mojtaba
Abang Ali, Abang Abdullah
Voo, Yen Lei
Abd Aziz, Farah Nora Aznieta
author_sort Panjehpour, Mojtaba
collection UPM
description This paper proposes a method to modify the strut effectiveness factor in the strut-and-tie model for CFRP-strengthened reinforced concrete deep beams. Two groups of deep beams comprising six ordinary reinforced concrete deep beams and six CFRP-strengthened reinforced concrete deep beams were experimentally tested under the four-point bending configuration. The shear span-to-effective depth ratio of the beams in each group was 0.75, 1.00, 1.25, 1.50, 1.75, and 2.00. The theoretical principal tensile strain in CFRP-strengthened struts was modified based on a proposed empirical relationship, based on two ratios: the experimental to the theoretical value of principal tensile strain and the shear span-to-effective depth of deep beams.
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institution Universiti Putra Malaysia
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spelling upm.eprints-345622015-12-16T01:31:08Z http://psasir.upm.edu.my/id/eprint/34562/ Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates Panjehpour, Mojtaba Abang Ali, Abang Abdullah Voo, Yen Lei Abd Aziz, Farah Nora Aznieta This paper proposes a method to modify the strut effectiveness factor in the strut-and-tie model for CFRP-strengthened reinforced concrete deep beams. Two groups of deep beams comprising six ordinary reinforced concrete deep beams and six CFRP-strengthened reinforced concrete deep beams were experimentally tested under the four-point bending configuration. The shear span-to-effective depth ratio of the beams in each group was 0.75, 1.00, 1.25, 1.50, 1.75, and 2.00. The theoretical principal tensile strain in CFRP-strengthened struts was modified based on a proposed empirical relationship, based on two ratios: the experimental to the theoretical value of principal tensile strain and the shear span-to-effective depth of deep beams. Consejo Superior de Investigaciones Cientificas (C S I C) 2014 Article NonPeerReviewed Panjehpour, Mojtaba and Abang Ali, Abang Abdullah and Voo, Yen Lei and Abd Aziz, Farah Nora Aznieta (2014) Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates. Materiales de Construccion, 64 (314). art. no. e016. pp. 1-8. ISSN 0465-2746; ESSN: 1988-3226 http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1476 10.3989/mc.2014.02913
spellingShingle Panjehpour, Mojtaba
Abang Ali, Abang Abdullah
Voo, Yen Lei
Abd Aziz, Farah Nora Aznieta
Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
title Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
title_full Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
title_fullStr Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
title_full_unstemmed Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
title_short Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
title_sort modification of strut effectiveness factor for reinforced concrete deep beams strengthened with cfrp laminates
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AT vooyenlei modificationofstruteffectivenessfactorforreinforcedconcretedeepbeamsstrengthenedwithcfrplaminates
AT abdazizfarahnoraaznieta modificationofstruteffectivenessfactorforreinforcedconcretedeepbeamsstrengthenedwithcfrplaminates