Shrinkage and Cracking of Restrained Ultra-High-Performance Fiber-Reinforced Concrete Slabs at Early Age
DC Field | Value | Language |
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dc.contributor.author | Yoo, Doo Yeol | - |
dc.contributor.author | Min, Kyung-Hwan | - |
dc.contributor.author | Lee, Joo-Ha | - |
dc.contributor.author | Yoon, Young-Soo | - |
dc.date.accessioned | 2022-07-16T01:16:01Z | - |
dc.date.available | 2022-07-16T01:16:01Z | - |
dc.date.created | 2021-05-13 | - |
dc.date.issued | 2014-12 | - |
dc.identifier.issn | 0950-0618 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/158325 | - |
dc.description.abstract | In this study, the combined effect of shrinkage-reducing admixture (SRA) and expansive admixture (EA) on the shrinkage and cracking behaviors of restrained ultra-high-performance fiber-reinforced concrete (UHPFRC) slabs was investigated. For this investigation, six full-scale UHPFRC slabs with three different thicknesses (h = 40, 60, and 80 mm) were fabricated using two different mixtures. Test results indicated that the combined use of 1% SRA and 7.5% EA is beneficial to improve the mechanical strengths and to reduce the free shrinkage strain of approximately 36-42% at 7 days. Regardless of SRA and EA contents, the slabs with the lowest thickness of 40 mm showed shrinkage cracking at a very early age, while the slabs with higher thicknesses of 60 and 80 mm showed no cracking during testing. However, the UHPFRC slab including 1% SRA and 7.5% EA exhibited a shallow crack with a very small maximum crack width of below 0.04 mm, while the slab without SRA and EA showed through cracks with a large maximum crack width of 0.2 mm. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | Shrinkage and Cracking of Restrained Ultra-High-Performance Fiber-Reinforced Concrete Slabs at Early Age | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoo, Doo Yeol | - |
dc.identifier.doi | 10.1016/j.conbuildmat.2014.09.097 | - |
dc.identifier.scopusid | 2-s2.0-84949117043 | - |
dc.identifier.wosid | 000345806100042 | - |
dc.identifier.bibliographicCitation | CONSTRUCTION AND BUILDING MATERIALS, v.73, pp.357 - 365 | - |
dc.relation.isPartOf | CONSTRUCTION AND BUILDING MATERIALS | - |
dc.citation.title | CONSTRUCTION AND BUILDING MATERIALS | - |
dc.citation.volume | 73 | - |
dc.citation.startPage | 357 | - |
dc.citation.endPage | 365 | - |
dc.type.rims | ART | - |
dc.type.docType | 정기학술지(Article(Perspective Article포함)) | - |
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 | TENSILE CHARACTERISTICS | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordPlus | STRESS | - |
dc.subject.keywordPlus | UHPFRC | - |
dc.subject.keywordPlus | STEEL | - |
dc.subject.keywordAuthor | Ultra-high-performance fiber-reinforced concrete | - |
dc.subject.keywordAuthor | Slab | - |
dc.subject.keywordAuthor | Time-zero | - |
dc.subject.keywordAuthor | Shrinkage | - |
dc.subject.keywordAuthor | Cracking resistance | - |
dc.subject.keywordAuthor | Shrinkage-reducing admixture | - |
dc.subject.keywordAuthor | Expansive admixture | - |
dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S0950061814011131?via%3Dihub | - |
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