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Kim, Jae Hong
Research Group for Concrete Structures and Materials
Research Interests
  • Mechanics of Concrete, Rheology, Structural Analysis, Construction Performance
  • Rheological investigation for the flow of fresh concrete
  • Multiscale material characterization of suspension

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Simple Analytical Model for Formwork Design of Self-Consolidating Concrete

DC Field Value Language
dc.contributor.author Kim, Jae Hong ko
dc.contributor.author Beacraft, Mark W. ko
dc.contributor.author Kwon, Seung Hee ko
dc.contributor.author Shah, Surendra P. ko
dc.date.available 2014-11-05T02:03:52Z -
dc.date.created 2014-11-04 ko
dc.date.issued 2011-01 -
dc.identifier.citation ACI MATERIALS JOURNAL, v.108, no.1, pp.38 - 45 ko
dc.identifier.issn 0889-325X ko
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/8229 -
dc.identifier.uri http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=79951751831 ko
dc.description.abstract Self-consolidating concrete (SCC) is a recently developed innovative construction material. No additional compacting is needed because of its high filling ability; consequently, the labor cost of compacting is economical. SCC, however, needs a stronger formwork that can resist the higher lateral pressure of cases that use ordinary concrete. This study uses the proposed two-function model to: 1) characterize the pressure response of a fresh SCC mixture; and 2) evaluate the maximum pressure that develops on the formwork. Various SCC compositions were experimented with to show the validity of the evaluation. The experimental results and analytical interpretation suggest that the maximum lateral pressure allowed in the design of the SCC formwork could be determined from two parameters that depend on the placement rate and the duration of the placement. ko
dc.description.statementofresponsibility close -
dc.language ENG ko
dc.publisher AMER CONCRETE INST ko
dc.subject Formwork ko
dc.subject Placement ko
dc.subject Self-consolidating Concrete ko
dc.title Simple Analytical Model for Formwork Design of Self-Consolidating Concrete ko
dc.type ARTICLE ko
dc.identifier.scopusid 2-s2.0-79951751831 ko
dc.identifier.wosid 000286995400005 ko
dc.type.rims ART ko
dc.description.wostc 11 *
dc.description.scopustc 11 *
dc.date.tcdate 2015-05-06 *
dc.date.scptcdate 2014-11-04 *
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