Please use this identifier to cite or link to this item: https://ktisis.cut.ac.cy/handle/10488/14244
DC FieldValueLanguage
dc.contributor.authorTorres, Lluís-
dc.contributor.authorNeocleous, Kyriacos-
dc.contributor.authorPilakoutas, Kypros-
dc.date.accessioned2019-07-02T08:05:27Z-
dc.date.available2019-07-02T08:05:27Z-
dc.date.issued2012-06-01-
dc.identifier.citationStructural Concrete, Volume 13, Issue 2, June 2012, Pages 119-129en_US
dc.identifier.issn14644177-
dc.identifier.issn2-s2.0-84861821663-
dc.identifier.issnhttps://api.elsevier.com/content/abstract/scopus_id/84861821663-
dc.identifier.urihttps://ktisis.cut.ac.cy/handle/10488/14244-
dc.description.abstractThe predominant failure mode of concrete members reinforced with fibre-reinforced polymer (FRP) bars is flexural, due to either concrete crushing or FRP rupture. Many design tools have been developed for the flexural design of FRP-reinforced concrete. These tools are sufficiently accurate, but an iterative procedure is required when dealing with flexural failure due to FRP rupture. In addition, despite the fact that the design concepts involved are similar to those used for conventional steel-reinforced concrete, the changes in the design philosophy and the linear behaviour up to rupture of the FRP bars lead to the sectional properties having a different influence on the design, which not everyone may be familiar with. Therefore, this study proposes a general methodology for evaluating the design flexural capacity of FRP-reinforced concrete sections. This methodology is based on the design provisions of Eurocode 2 and comprises non-dimensional, closed-form equations, derived independently of the concrete and FRP characteristics. The proposed methodology can be used to derive universal dimensionless design charts as well as tables. The accuracy of the proposed design tools has been verified by comparing the predictions with the experimental results of 98 beams, which are available in the published literature. Copyright © 2012 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.en_US
dc.language.isoenen_US
dc.relation.ispartofStructural Concreteen_US
dc.subjectConcrete crushingen_US
dc.subjectDesignen_US
dc.subjectFlexural capacityen_US
dc.subjectFRP barsen_US
dc.subjectFRP ruptureen_US
dc.subjectReinforced concreteen_US
dc.titleDesign procedure and simplified equations for the flexural capacity of concrete members reinforced with fibre-reinforced polymer barsen_US
dc.typeArticleen_US
dc.collaborationUniversity of Gironaen_US
dc.collaborationUniversity of Sheffielden_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscription Journalen_US
dc.countrySpainen_US
dc.countryUnited Kingdomen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1002/suco.201100045en_US
dc.identifier.scopus2-s2.0-84861821663-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/84861821663-
cut.common.academicyear2011-2012en_US
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2445-5814-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Άρθρα/Articles
Show simple item record

SCOPUSTM   
Citations 20

12
checked on Dec 7, 2019

WEB OF SCIENCETM
Citations

11
checked on Nov 5, 2019

Page view(s)

16
Last Week
3
Last month
3
checked on Dec 15, 2019

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.