Constitutive Behavior and Finite Element Analysis of FRP Composite and Concrete Members
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Ann, Ki Yong | - |
dc.contributor.author | Cho, Chang-Geun | - |
dc.date.accessioned | 2021-06-23T02:43:31Z | - |
dc.date.available | 2021-06-23T02:43:31Z | - |
dc.date.created | 2021-01-21 | - |
dc.date.issued | 2013-09 | - |
dc.identifier.issn | 1996-1944 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/27133 | - |
dc.description.abstract | The present study concerns compressive and flexural constitutive models incorporated into an isoparametric beam finite element scheme for fiber reinforced polymer (FRP) and concrete composites, using their multi-axial constitutive behavior. The constitutive behavior of concrete was treated in triaxial stress states as an orthotropic hypoelasticity-based formulation to determine the confinement effect of concrete from a three-dimensional failure surface in triaxial stress states. The constitutive behavior of the FRP composite was formulated from the two-dimensional classical lamination theory. To predict the flexural behavior of circular cross-section with FRP sheet and concrete composite, a layered discretization of cross-sections was incorporated into nonlinear isoparametric beam finite elements. The predicted constitutive behavior was validated by a comparison to available experimental results in the compressive and flexural beam loading test. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | MDPI Open Access Publishing | - |
dc.title | Constitutive Behavior and Finite Element Analysis of FRP Composite and Concrete Members | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Ann, Ki Yong | - |
dc.identifier.doi | 10.3390/ma6093978 | - |
dc.identifier.scopusid | 2-s2.0-84884579266 | - |
dc.identifier.wosid | 000330294700014 | - |
dc.identifier.bibliographicCitation | Materials, v.6, no.9, pp.3978 - 3988 | - |
dc.relation.isPartOf | Materials | - |
dc.citation.title | Materials | - |
dc.citation.volume | 6 | - |
dc.citation.number | 9 | - |
dc.citation.startPage | 3978 | - |
dc.citation.endPage | 3988 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.subject.keywordPlus | MODEL | - |
dc.subject.keywordAuthor | FRP and concrete composite | - |
dc.subject.keywordAuthor | constitutive behavior | - |
dc.subject.keywordAuthor | compressive test | - |
dc.subject.keywordAuthor | bending test | - |
dc.subject.keywordAuthor | mixed finite element | - |
dc.identifier.url | https://www.mdpi.com/1996-1944/6/9/3978 | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
55 Hanyangdeahak-ro, Sangnok-gu, Ansan, Gyeonggi-do, 15588, Korea+82-31-400-4269 sweetbrain@hanyang.ac.kr
COPYRIGHT © 2021 HANYANG UNIVERSITY. ALL RIGHTS RESERVED.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.