Shear capacity of reinforced lightweight concrete beams: experimental and numerical study
DC Field | Value | Language |
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dc.contributor.author | 원보름 | - |
dc.contributor.author | 김민욱 | - |
dc.date.accessioned | 2020-07-15T12:52:39Z | - |
dc.date.available | 2020-07-15T12:52:39Z | - |
dc.date.created | 2020-02-11 | - |
dc.date.issued | 2018-04-04 | - |
dc.identifier.uri | https://sciwatch.kiost.ac.kr/handle/2020.kiost/23446 | - |
dc.description.abstract | Experimental and numerical studies were carried out to investigate the effect of lightweight aggregate type on the shear behavior of reinforced lightweight beams. Total 6 shear-predominant reinforced concrete beams with three different coarse aggregates (natural and two structural lightweight aggregates) were prepared and comparisons were made with existing analytical standards. Three-dimensional non-linear finite element (FE) model was developed to make comparisons with measured shear strengths, cracking and failure patterns from tested reinforced concrete beams subjected to monotonic load.se aggregates (natural and two structural lightweight aggregates) were prepared and comparisons were made with existing analytical standards. Three-dimensional non-linear finite element (FE) model was developed to make comparisons with measured shear strengths, cracking and failure patterns from tested reinforced concrete beams subjected to monotonic load. | - |
dc.description.uri | 1 | - |
dc.language | English | - |
dc.publisher | 한국전산구조공학회 | - |
dc.relation.isPartOf | 4th International Conference on Computational Design in Engineering | - |
dc.title | Shear capacity of reinforced lightweight concrete beams: experimental and numerical study | - |
dc.type | Conference | - |
dc.citation.conferencePlace | KO | - |
dc.citation.endPage | 331 | - |
dc.citation.startPage | 329 | - |
dc.citation.title | 4th International Conference on Computational Design in Engineering | - |
dc.contributor.alternativeName | 원보름 | - |
dc.contributor.alternativeName | 김민욱 | - |
dc.identifier.bibliographicCitation | 4th International Conference on Computational Design in Engineering, pp.329 - 331 | - |
dc.description.journalClass | 1 | - |