External jacket of FRP wire for confining concrete and its advantages
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Choi, Eunsoo | - |
dc.contributor.author | Jeon, Jong Su | - |
dc.contributor.author | Cho, Baik-Soon | - |
dc.contributor.author | Park, Kyoungsoo | - |
dc.date.accessioned | 2022-07-16T07:27:46Z | - |
dc.date.available | 2022-07-16T07:27:46Z | - |
dc.date.created | 2021-05-13 | - |
dc.date.issued | 2013-11 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/161450 | - |
dc.description.abstract | This study investigates the effectiveness of FRP wire to confine concrete. For this purpose, axial compressive tests are conducted with three parameters, peak strength of concrete, confining amount of FRP wire, and epoxy application. The behavior of the FRP-wire confined concrete is examined in the axial and circumferential directions as well as in terms of volumetric strain. Each behavior is discussed according to the stiffness ratio of the confining FRP wire to concrete. Moreover, the confinement effectiveness of the FRP wire is estimated using the actual rupture strain of the FRP wire as well as the ultimate tensile strain. Both cases show slightly larger effectiveness than that of FRP sheet confined concrete. The external jacket of the FRP wire increases the peak strength satisfactory and restrains volumetric expansion when the stiffness ratio of the jacket is sufficiently large. The failure of the FRP wire confined concrete occurs at the mid-height of the cylinder. Furthermore, this study investigates the behavior of partially confined concrete exhibiting smaller peak strength compared to the corresponding fully confined specimen, as it appears to have a smaller stiffness ratio. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | External jacket of FRP wire for confining concrete and its advantages | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Jeon, Jong Su | - |
dc.identifier.doi | 10.1016/j.engstruct.2013.05.019 | - |
dc.identifier.scopusid | 2-s2.0-84879697988 | - |
dc.identifier.wosid | 000329959600048 | - |
dc.identifier.bibliographicCitation | ENGINEERING STRUCTURES, v.56, pp.555 - 556 | - |
dc.relation.isPartOf | ENGINEERING STRUCTURES | - |
dc.citation.title | ENGINEERING STRUCTURES | - |
dc.citation.volume | 56 | - |
dc.citation.startPage | 555 | - |
dc.citation.endPage | 556 | - |
dc.type.rims | ART | - |
dc.type.docType | 정기학술지(Article(Perspective Article포함)) | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordPlus | MODEL | - |
dc.subject.keywordPlus | SHAPE | - |
dc.subject.keywordAuthor | FRP wires | - |
dc.subject.keywordAuthor | Concrete confinement | - |
dc.subject.keywordAuthor | Seismic retrofit | - |
dc.subject.keywordAuthor | Stiffness ratio | - |
dc.subject.keywordAuthor | Confinement ratio | - |
dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S014102961300237X?via%3Dihub | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
222, Wangsimni-ro, Seongdong-gu, Seoul, 04763, Korea+82-2-2220-1365
COPYRIGHT © 2021 HANYANG UNIVERSITY.
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.