Effect of steel and synthetic fibers on flexural behavior of high-strength concrete beams reinforced with FRP bars
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Yang, Jun-Mo | - |
dc.contributor.author | Min, Kyung-Hwan | - |
dc.contributor.author | Shin, Hyun-Oh | - |
dc.contributor.author | Yoon, Young-Soo | - |
dc.date.accessioned | 2021-09-06T21:52:02Z | - |
dc.date.available | 2021-09-06T21:52:02Z | - |
dc.date.created | 2021-06-18 | - |
dc.date.issued | 2012-04 | - |
dc.identifier.issn | 1359-8368 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/108868 | - |
dc.description.abstract | Six high-strength concrete beam specimens reinforced with fiber-reinforced polymer (FRP) bars were constructed and tested. Three of the beams were reinforced with carbon FRP (CFRP) bars and the other three beams were reinforced with glass FRP (GFRP) bars as flexural reinforcements. Steel fibers and polyolefin synthetic fibers were used as reinforcing discrete fibers. An investigation was performed on the influence of the addition of fibers on load-carrying capacity, cracking response, and ductility. In addition, the test results were compared with the predictions for the ultimate flexural moment. The addition of fibers increased the first-cracking load, ultimate flexural strength, and ductility, and also mitigated the large crack width of the FRP bar-reinforced concrete beams. (C) 2012 Elsevier Ltd. All rights reserved. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.subject | COMPRESSION | - |
dc.title | Effect of steel and synthetic fibers on flexural behavior of high-strength concrete beams reinforced with FRP bars | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoon, Young-Soo | - |
dc.identifier.doi | 10.1016/j.compositesb.2012.01.044 | - |
dc.identifier.scopusid | 2-s2.0-84862798171 | - |
dc.identifier.wosid | 000303284200028 | - |
dc.identifier.bibliographicCitation | COMPOSITES PART B-ENGINEERING, v.43, no.3, pp.1077 - 1086 | - |
dc.relation.isPartOf | COMPOSITES PART B-ENGINEERING | - |
dc.citation.title | COMPOSITES PART B-ENGINEERING | - |
dc.citation.volume | 43 | - |
dc.citation.number | 3 | - |
dc.citation.startPage | 1077 | - |
dc.citation.endPage | 1086 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalWebOfScienceCategory | Engineering, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Composites | - |
dc.subject.keywordPlus | COMPRESSION | - |
dc.subject.keywordAuthor | Fiber | - |
dc.subject.keywordAuthor | Strength | - |
dc.subject.keywordAuthor | Fiber-reinforced polymer (FRP) bar | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
145 Anam-ro, Seongbuk-gu, Seoul, 02841, Korea+82-2-3290-2963
COPYRIGHT © 2021 Korea 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.