Strategic slab-column joint details for improved transmission of HSC column loads
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, J. -H. | - |
dc.contributor.author | Yang, J. -M. | - |
dc.contributor.author | Yoon, Y. -S. | - |
dc.date.accessioned | 2021-09-09T10:46:18Z | - |
dc.date.available | 2021-09-09T10:46:18Z | - |
dc.date.created | 2021-06-10 | - |
dc.date.issued | 2008-03 | - |
dc.identifier.issn | 0024-9831 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/123986 | - |
dc.description.abstract | In typical construction, the slab is made of normal-strength concrete (NSC) and is cast in a continuous fashion through the slab-column joint. For the case of high-strength concrete (HSC) columns, this results in a layer of lower-strength concrete between the upper and lower columns at the floor levels. Since this lower-strength concrete layer can limit the capacity of the column, it is necessary to provide alternative design or construction strategies for the transmission of column loads through slab-column connections. The current paper presents the structural characteristics of slab-column connections by using full-scale tests and non-linear three-dimensional finite-element analyses. Finite-element analyses considering material non-linearity were performed to investigate the axial load plotted against average column strain responses, the type of failure, the principal stress distribution and the reinforcement yielding conditions for various slab-column members. The puddled HSC in the joint, the HSC core, the use of high-strength steel for the column longitudinal reinforcement, and the additional vertical compression reinforcement through the joint were investigated. The alternative reinforcement methods in the slab-column joints significantly improved the performance of the joints-that is, higher axial compressive strength, greater loading stiffness and higher ductility. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | THOMAS TELFORD PUBLISHING | - |
dc.subject | HIGH-STRENGTH CONCRETE | - |
dc.subject | FINITE-ELEMENT-ANALYSIS | - |
dc.subject | CONNECTIONS | - |
dc.subject | BEHAVIOR | - |
dc.subject | FLOORS | - |
dc.title | Strategic slab-column joint details for improved transmission of HSC column loads | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoon, Y. -S. | - |
dc.identifier.doi | 10.1680/macr.2008.60.2.85 | - |
dc.identifier.scopusid | 2-s2.0-57849152447 | - |
dc.identifier.wosid | 000253196800002 | - |
dc.identifier.bibliographicCitation | MAGAZINE OF CONCRETE RESEARCH, v.60, no.2, pp.85 - 91 | - |
dc.relation.isPartOf | MAGAZINE OF CONCRETE RESEARCH | - |
dc.citation.title | MAGAZINE OF CONCRETE RESEARCH | - |
dc.citation.volume | 60 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 85 | - |
dc.citation.endPage | 91 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.subject.keywordPlus | HIGH-STRENGTH CONCRETE | - |
dc.subject.keywordPlus | FINITE-ELEMENT-ANALYSIS | - |
dc.subject.keywordPlus | CONNECTIONS | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordPlus | FLOORS | - |
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