Flexural and shear capacity evaluation of reinforced ultra-high strength concrete members with steel rebars
DC Field | Value | Language |
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dc.contributor.author | Bae, Baek Il | - |
dc.contributor.author | Choi, Hyun Ki | - |
dc.contributor.author | Choi, Chang Sik | - |
dc.date.accessioned | 2022-07-16T08:23:59Z | - |
dc.date.available | 2022-07-16T08:23:59Z | - |
dc.date.created | 2021-05-13 | - |
dc.date.issued | 2013-09 | - |
dc.identifier.issn | 1013-9826 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/161986 | - |
dc.description.abstract | High-strength concrete is widely used in construction field. The growth has been possible as a result of recent developments in material technology and a demand for high-strength concrete. High-strength concrete has different mechanical properties from normal-strength, as many researches mentioned about. However, the existing equations and procedures for prediction of ultra-high strength concrete are based on tests using normal-strength concrete, yet. In this study, experiments on ultra-high-strength steel fiber reinforced concrete beams with 2% volume fraction of steel fiber and 200MPa of compressive strength have been conducted. Test was conducted by two point loading with 2, 000kN actuator for slender test specimen which have varied shear-span to depth ratio. Using test results with several assumptions, an empirical equation for flexural strength and shear strength of ultra-high-strength steel fiber reinforced concrete beams have been proposed. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Trans Tech Publications Ltd | - |
dc.title | Flexural and shear capacity evaluation of reinforced ultra-high strength concrete members with steel rebars | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Chang Sik | - |
dc.identifier.doi | 10.4028/www.scientific.net/KEM.577-578.17 | - |
dc.identifier.scopusid | 2-s2.0-84888593823 | - |
dc.identifier.bibliographicCitation | Key Engineering Materials, v.577-578, pp.17 - 20 | - |
dc.relation.isPartOf | Key Engineering Materials | - |
dc.citation.title | Key Engineering Materials | - |
dc.citation.volume | 577-578 | - |
dc.citation.startPage | 17 | - |
dc.citation.endPage | 20 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Advanced high strength Steel | - |
dc.subject.keywordPlus | Bending strength | - |
dc.subject.keywordPlus | Compressive strength | - |
dc.subject.keywordPlus | Concrete beams and girders | - |
dc.subject.keywordPlus | Concrete testing | - |
dc.subject.keywordPlus | Fiber reinforced materials | - |
dc.subject.keywordPlus | High performance concrete | - |
dc.subject.keywordPlus | High strength steel | - |
dc.subject.keywordPlus | Shear strength | - |
dc.subject.keywordPlus | Steel fibers | - |
dc.subject.keywordPlus | Steel heat treatment | - |
dc.subject.keywordPlus | Construction fields | - |
dc.subject.keywordPlus | Empirical equations | - |
dc.subject.keywordPlus | Flexural and shear interaction | - |
dc.subject.keywordPlus | High strength concretes | - |
dc.subject.keywordPlus | Material technologies | - |
dc.subject.keywordPlus | Normal strength concretes | - |
dc.subject.keywordPlus | Shear span-to-depth ratios | - |
dc.subject.keywordPlus | Ultra high strength concretes | - |
dc.subject.keywordPlus | Reinforced concrete | - |
dc.subject.keywordPlus | Beams | - |
dc.subject.keywordPlus | Bend Strength | - |
dc.subject.keywordPlus | Compression Strength | - |
dc.subject.keywordPlus | Fracture | - |
dc.subject.keywordPlus | Mechanical Properties | - |
dc.subject.keywordPlus | Reinforced Concrete | - |
dc.subject.keywordPlus | Steel | - |
dc.subject.keywordAuthor | Flexural and shear interaction | - |
dc.subject.keywordAuthor | Flexural strength | - |
dc.subject.keywordAuthor | Shear strength | - |
dc.subject.keywordAuthor | Shear-span to depth ratio | - |
dc.subject.keywordAuthor | Ultra-high strength concrete | - |
dc.identifier.url | https://www.scientific.net/KEM.577-578.17 | - |
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