Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/5403
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorJiang, T-
dc.creatorTeng, JG-
dc.date.accessioned2014-12-11T08:28:56Z-
dc.date.available2014-12-11T08:28:56Z-
dc.identifier.issn1090-0268-
dc.identifier.urihttp://hdl.handle.net/10397/5403-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rightsCopyright 2012 by the American Society of Civil Engineersen_US
dc.rightsThis is the author’s version of a work that was accepted for publication in Journal of Composites for Construction. The open URL of the article: http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000333en_US
dc.subjectFRPen_US
dc.subjectConcreteen_US
dc.subjectConfinementen_US
dc.subjectSlender columnsen_US
dc.subjectDesignen_US
dc.titleBehavior and design of slender FRP-confined circular RC columnsen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this manuscript: J. G. Tengen_US
dc.identifier.spage443-
dc.identifier.epage453-
dc.identifier.volume17-
dc.identifier.issue4-
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000333-
dcterms.abstractStrengthening of reinforced concrete (RC) columns through lateral confinement using fiber-reinforced polymer (FRP) jackets is now a widely accepted technique. While extensive research has been conducted on the behavior of such strengthened columns, only a very limited amount of work has examined the slenderness effect in these columns. To correct this deficiency, the present paper presents a systematic study on the subject and proposes the first ever design method for slender FRP-confined circular RC columns. A simple theoretical column model for such columns is first described in the paper. Numerical results obtained from this theoretical model are then presented to examine the behavior of these columns to identify the key parameters of influence. A design method based on numerical results from the column model and following the nominal curvature approach is next formulated. The accuracy and safety of the proposed design method is demonstrated through comparison with existing experimental results.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of composites for construction, 20 Sept., 2012, v. 17, no. 4, p. 443-453-
dcterms.isPartOfJournal of composites for construction-
dcterms.issued2012-09-20-
dc.identifier.isiWOS:000321558100003-
dc.identifier.scopus2-s2.0-84880304493-
dc.identifier.eissn1943-5614-
dc.identifier.rosgroupidr69010-
dc.description.ros2013-2014 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
05 Design of slender columns.pdfPre-published version323.42 kBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

248
Last Week
1
Last month
Citations as of Mar 24, 2024

Downloads

614
Citations as of Mar 24, 2024

SCOPUSTM   
Citations

65
Last Week
0
Last month
0
Citations as of Mar 28, 2024

WEB OF SCIENCETM
Citations

60
Last Week
0
Last month
0
Citations as of Mar 28, 2024

Google ScholarTM

Check

Altmetric


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