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dc.contributor.convenorWorsak Kanok-Nukulchaien_AU
dc.contributor.authorChowdhury, Sanaulen_US
dc.contributor.authorClarke, Kaneen_US
dc.contributor.authorPenny, Adrianen_US
dc.contributor.editorWorsak Kanok-Nukulchai, Sunil Munasinghe & Naveed Anwaren_US
dc.date.accessioned2017-04-24T10:16:25Z
dc.date.available2017-04-24T10:16:25Z
dc.date.issued2006en_US
dc.date.modified2007-08-07T02:16:20Z
dc.identifier.refurihttp://www.easec10.net/Default.aspxen_AU
dc.identifier.urihttp://hdl.handle.net/10072/13424
dc.description.abstractHigh strength concrete (HSC) has revolutionised the construction industry in the 1980's and Australian researchers, consultants and contractors have been very active in this area. However, most major codes for design and construction with concrete are applicable only to normal strength concrete (f'c < 50 MPa) and are based on research on normal strength concrete (NSC). High strength concrete has an increased strength and modulus of elasticity which allows a larger stress to be applied. When stress is applied to a concrete member strain will occur. The initial strain is elastic and can be recoverable when the stress is removed. The total strain of a concrete specimen is the sum of elastic, creep and shrinkage strains. Creep although not critically affecting a structure is responsible for cracking and deflection. The volume changes in concrete due to shrinkage can also lead to the cracking of the concrete. It is therefore important to know the creep and shrinkage phenomena in HSC. In order to investigate the creep and shrinkage behaviour of HSC, creep and shrinkage specimens were cast using concrete of 3 different strengths namely 45, 80 and 100 MPa and creep and shrinkage strains measured. The obtained results are compared with five published creep and shrinkage models most of which are meant for NSC. The preliminary findings indicate that they are not quite applicable to HSC and there is need for the development of new models for the prediction of creep and shrinkage in HSC.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherAsian Institute of Technology, Thailanden_US
dc.publisher.placePathumthani, Thailanden_US
dc.relation.ispartofstudentpublicationNen_AU
dc.relation.ispartofconferencenameThe Tenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-10)en_US
dc.relation.ispartofconferencetitleSupplementary Papers, Proceedings of The Tenth East Asia-Pacific Conference on Structural Engineering & Construction (EASEC-10)en_US
dc.relation.ispartofdatefrom2006-08-03en_US
dc.relation.ispartofdateto2006-08-05en_US
dc.relation.ispartoflocationBangkok, Thailanden_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode290801en_US
dc.titleCreep and Shrinkage of High Strength Concreteen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.date.issued2006
gro.hasfulltextNo Full Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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