Shear Strength of Reinforced Concrete Beams Using Recycled Coarse Aggregates without Stirrups
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim, Woosuk | - |
dc.contributor.author | Kang, Thomas H-K | - |
dc.contributor.author | Lee, Deuckhang | - |
dc.contributor.author | Choi, Hajin | - |
dc.contributor.author | Kwak, Yoon-Keun | - |
dc.date.available | 2021-01-22T06:40:15Z | - |
dc.date.created | 2021-01-22 | - |
dc.date.issued | 2020-11 | - |
dc.identifier.issn | 0889-3241 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/kumoh/handle/2020.sw.kumoh/18556 | - |
dc.description.abstract | Given current environmental concerns, attention has been directed toward the use of recycled coarse aggregates (RCAs) as a substitute for natural raw materials commonly consumed in construction. In regard to shear performance, limited studies currently exist. To this end, a total of 56 reinforced concrete beams without stirrups were tested to identify the effect of using RCA on shear strength. Failure governed primarily by shear span-depth ratios and partially by tension reinforcement ratios can significantly affect shear behavior of RCA concrete members. Test results obtained for this study were evaluated using current ACI 318 shear design equations. Overall, crack patterns and failure modes for the RCA concrete test specimens were similar to those of natural coarse aggregates (NCAs). On this basis, it was established that RCA concrete beams can be used in practice with confidence in satisfactory shear performance. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | AMER CONCRETE INST | - |
dc.title | Shear Strength of Reinforced Concrete Beams Using Recycled Coarse Aggregates without Stirrups | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Kim, Woosuk | - |
dc.contributor.affiliatedAuthor | Kwak, Yoon-Keun | - |
dc.identifier.wosid | 000600627100022 | - |
dc.identifier.bibliographicCitation | ACI STRUCTURAL JOURNAL, v.117, no.6, pp.281 - 295 | - |
dc.relation.isPartOf | ACI STRUCTURAL JOURNAL | - |
dc.citation.title | ACI STRUCTURAL JOURNAL | - |
dc.citation.volume | 117 | - |
dc.citation.number | 6 | - |
dc.citation.startPage | 281 | - |
dc.citation.endPage | 295 | - |
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 | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.subject.keywordPlus | POTENTIAL CAPACITY MODEL | - |
dc.subject.keywordPlus | PERFORMANCE | - |
dc.subject.keywordAuthor | construction waste | - |
dc.subject.keywordAuthor | design | - |
dc.subject.keywordAuthor | failure mode | - |
dc.subject.keywordAuthor | recycled coarse aggregate | - |
dc.subject.keywordAuthor | shear | - |
dc.subject.keywordAuthor | strength | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
350-27, Gumi-daero, Gumi-si, Gyeongsangbuk-do, Republic of Korea (39253)054-478-7170
COPYRIGHT 2020 Kumoh 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.