Anchorage length and bond stress-slip model of an untensioned wire strand placed at the interface between a half-PC beam and topping concrete
DC Field | Value | Language |
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dc.contributor.author | Jo, Min-Joo | - |
dc.contributor.author | Noh, Sam-Young | - |
dc.date.accessioned | 2021-06-22T14:41:53Z | - |
dc.date.available | 2021-06-22T14:41:53Z | - |
dc.date.created | 2020-12-14 | - |
dc.date.issued | 2017-02 | - |
dc.identifier.issn | 1359-5997 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/10526 | - |
dc.description.abstract | The purpose of this research is to obtain the anchorage length and the bond stress-slip relationship of an untensioned seven-wire strand placed at the interface between a half-precast beam and topping concrete, applied to the precast concrete beam-column joint developed recently. From a pullout test with various embedment lengths, the anchorage lengths were determined for strands of diameters 12.7 and 15.2 mm, and also for a bundle of two 12.7 mm strands. Additionally, the bond stress-slip model was established by means of a numerical algorithm applying the strand strains measured in the pullout test. The anchorage lengths estimated numerically using the bond stress-slip model agreed well with the test results. For the interface between a half-precast concrete beam and topping concrete, a new bond condition coefficient eta(2) = 0.875 was proposed for use in the design equation for the basic anchorage length suggested in the CEB FIP Model Code. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | SPRINGER | - |
dc.title | Anchorage length and bond stress-slip model of an untensioned wire strand placed at the interface between a half-PC beam and topping concrete | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Noh, Sam-Young | - |
dc.identifier.doi | 10.1617/s11527-016-0867-8 | - |
dc.identifier.scopusid | 2-s2.0-84982273050 | - |
dc.identifier.wosid | 000385022400053 | - |
dc.identifier.bibliographicCitation | MATERIALS AND STRUCTURES, v.50, no.1, pp.1 - 16 | - |
dc.relation.isPartOf | MATERIALS AND STRUCTURES | - |
dc.citation.title | MATERIALS AND STRUCTURES | - |
dc.citation.volume | 50 | - |
dc.citation.number | 1 | - |
dc.citation.startPage | 1 | - |
dc.citation.endPage | 16 | - |
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.keywordAuthor | Untensioned wire strand | - |
dc.subject.keywordAuthor | Pullout test | - |
dc.subject.keywordAuthor | Anchorage length | - |
dc.subject.keywordAuthor | Bond stress-slip relationship | - |
dc.identifier.url | https://link.springer.com/article/10.1617/s11527-016-0867-8 | - |
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