Feasibility of replacing minimum shear reinforcement with steel fibers for sustainable high-strength concrete beams
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Yoo, Doo-Yeol | - |
dc.contributor.author | Yuan, Tianfeng | - |
dc.contributor.author | Yang, Jun-Mo | - |
dc.contributor.author | Yoon, Young-Soo | - |
dc.date.accessioned | 2022-07-13T15:04:15Z | - |
dc.date.available | 2022-07-13T15:04:15Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2017-09 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/151748 | - |
dc.description.abstract | This study aims to investigate the feasibility of eliminating the minimum shear reinforcement in reinforced sustainable high-strength concrete (HSC) beams by incorporating 0.75% (by volume) of hooked steel fibers. To do this, five large reinforced HSC beams, with and without stirrups and steel fibers, were fabricated and tested. In order to have minimum shear reinforcement, the reinforced HSC beams were designed with longitudinal steel bar ratios of 0.64-0.72%. Test results indicate that the use of 0.75 vol% of steel fibers (instead of stirrups) leads to higher flexural strength but lower ultimate deflection and ductility. The failure mode of lightly-reinforced HSC beams was transformed from concrete crushing to longitudinal steel bar rupture by including the steel fibers. However, both the reinforced HSC and steel-fiber-reinforced concrete (SFRC) beams exhibited flexural failure modes; as a result, it was concluded that the minimum shear reinforcement for reinforced HSC beams can be efficiently eliminated by including 0.75 vol% of hooked steel fibers. In addition, the flexural behavior of reinforced SFRC beams was successfully simulated based on sectional analysis by considering fiber orientation factor. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | Feasibility of replacing minimum shear reinforcement with steel fibers for sustainable high-strength concrete beams | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoo, Doo-Yeol | - |
dc.identifier.doi | 10.1016/j.engstruct.2017.06.004 | - |
dc.identifier.scopusid | 2-s2.0-85020264341 | - |
dc.identifier.wosid | 000408073500016 | - |
dc.identifier.bibliographicCitation | Engineering Structures, v.147, pp.207 - 222 | - |
dc.relation.isPartOf | Engineering Structures | - |
dc.citation.title | Engineering Structures | - |
dc.citation.volume | 147 | - |
dc.citation.startPage | 207 | - |
dc.citation.endPage | 222 | - |
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 | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | POSTCRACKING BEHAVIOR | - |
dc.subject.keywordPlus | PERFORMANCE | - |
dc.subject.keywordPlus | DURABILITY | - |
dc.subject.keywordPlus | DUCTILITY | - |
dc.subject.keywordAuthor | High-strength concrete | - |
dc.subject.keywordAuthor | Minimum shear reinforcement | - |
dc.subject.keywordAuthor | Hooked steel fiber | - |
dc.subject.keywordAuthor | Ductility | - |
dc.subject.keywordAuthor | Fiber orientation factor | - |
dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S0141029617308702?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.