Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/5366
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorTeng, JG-
dc.creatorZhang, SS-
dc.creatorDai, JG-
dc.creatorChen, JF-
dc.date.accessioned2014-12-11T08:28:51Z-
dc.date.available2014-12-11T08:28:51Z-
dc.identifier.issn0045-7949-
dc.identifier.urihttp://hdl.handle.net/10397/5366-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2012 Elsevier Ltd. All rights reserved.en_US
dc.rightsNOTICE: this is the author’s version of a work that was accepted for publication in Computers & Structures. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication.en_US
dc.subjectThree-dimensional (3-D) analysisen_US
dc.subjectMeso-scale modelingen_US
dc.subjectFinite element (FE) modelingen_US
dc.subjectNear surface mounted (NSM) FRPen_US
dc.subjectStripen_US
dc.subjectInterfaceen_US
dc.subjectBond behavioren_US
dc.titleThree-dimensional meso-scale finite element modeling of bonded joints between a near-surface mounted FRP strip and concreteen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this publication: J. G. Tengen_US
dc.identifier.spage105-
dc.identifier.epage117-
dc.identifier.volume117-
dc.identifier.doi10.1016/j.compstruc.2012.12.002-
dcterms.abstractThis paper presents a three-dimensional (3-D) meso-scale finite element (FE) model for near-surface mounted (NSM) FRP strip-to-concrete bonded joints established using the general-purpose FE software package MSC.MARC. In the FE model, elements of the order of 1 mm in size are employed. The concrete is simulated using the orthogonal fixed smeared crack model while the FRP and the adhesive are treated as linear brittle-cracking materials. The FE model is calibrated and verified using results of well-documented bonded joint tests. Using the verified FE model, the failure process of NSM FRP strip-to-concrete bonded joints is carefully studied; furthermore, the local bond stress distributions and the bond-slip relationships are extracted and analyzed. This 3-D meso-scale FE model offers a powerful tool for deployment in further investigations to establish bond-slip models and bond strength models for NSM FRP strip-to-concrete bonded interfaces. While the present study is focused on NSM FRP strips, the proposed modeling approach is generally applicable to NSM FRP bars of other cross-sectional shapes.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationComputers & structures, Feb. 2013, v. 117, p. 105-117-
dcterms.isPartOfComputers & structures-
dcterms.issued2012-
dc.identifier.isiWOS:000315247600010-
dc.identifier.scopus2-s2.0-84871517048-
dc.identifier.rosgroupidr64266-
dc.description.ros2012-2013 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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