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dc.contributor.author류두열-
dc.date.accessioned2016-07-20T02:02:52Z-
dc.date.available2016-07-20T02:02:52Z-
dc.date.issued2015-01-
dc.identifier.citationKey Engineering Materials, Vol. 627, pp. 389-392, 2015en_US
dc.identifier.issn1013-9826-
dc.identifier.urihttp://www.scientific.net/KEM.627.389-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/22104-
dc.description.abstractThis study performed compressive, tensile and restrained shrinkage tests to find out the optimized mixture including shrinkage reducing admixture (SRA) and expansive admixture (EA) enabling to reduce the shrinkage of Ultra High Performance Fiber Reinforced Concrete (UHPFRC). The test results showed that the mixture using 1% of SRA and 7.5% of EA satisfied the design strength criterion despite of slight loss in the compressive and tensile strengths. In addition, this mixture exhibited the lowest restrained shrinkage strain by offsetting the quick setting and delaying the development of the restrained shrinkage stress.en_US
dc.language.isoenen_US
dc.publisherTrans Tech Publications Ltd.en_US
dc.subjectUltra High Performance Fiber Reinforced Concreteen_US
dc.subjectShrinkage Reducing Admixtureen_US
dc.subjectRestrained Shrinkageen_US
dc.subjectExpansive Admixtureen_US
dc.titleOptimized Ultra High Performance Fiber Reinforced Concrete Mixture with Intensified Volumetric Stabilityen_US
dc.typeArticleen_US
dc.identifier.doi10.4028/www.scientific.net/KEM.627.389-
dc.relation.journalKey Engineering Materials-
dc.contributor.googleauthor류두열-
dc.contributor.googleauthorYoo, D. Y.-
dc.contributor.googleauthorPark, J. J.-
dc.contributor.googleauthorPark, J. H.-
dc.contributor.googleauthorKim, S. W.-
dc.relation.code2015031459-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF ARCHITECTURAL ENGINEERING-
dc.identifier.piddyyoo-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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