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Effect of pressure after casting on high strength fibre reinforced mortar

dc.contributor.authorDelvasto, Silvioen_US
dc.contributor.authorNaaman, Antoine E.en_US
dc.contributor.authorThrone, James L.en_US
dc.date.accessioned2006-04-07T19:27:53Z
dc.date.available2006-04-07T19:27:53Z
dc.date.issued1986-08en_US
dc.identifier.citationDelvasto, Silvio, Naaman, Antoine E., Throne, James L. (1986/08)."Effect of pressure after casting on high strength fibre reinforced mortar." International Journal of Cement Composites and Lightweight Concrete 8(3): 181-190. <http://hdl.handle.net/2027.42/26082>en_US
dc.identifier.urihttp://www.sciencedirect.com/science/article/B73HF-47YMYB6-N/2/5361b3e45c14dbbda883f3504955dfcfen_US
dc.identifier.urihttps://hdl.handle.net/2027.42/26082
dc.description.abstractThis study investigates the effects of applying pressure after casting on the flexural response of high strength fibre reinforced mortar in which up to 5% fibres by volume were premixed. High mortar strength was achieved by reducing mix porosity (low water-cement ratio), adding fly ash and using superplasticisers. Variables included eigth different types of fibre, their volume fraction in the mix, two mortar matrices, two values of pressure after casting, and the casting orientation. It is found that pressure improves the proportional limit and the flexural strength of the composite but may lead to a deterioration in its postcracking response and toughness. Composite moduli of rupture of more than 5000 psi (37 MPa) are observed with steel fibres while highest toughness indices of up to 90 are reported with polypropylene fibres. It is concluded that the application of pressure after casting to improve composite properties is not economically justifiable.en_US
dc.format.extent824831 bytes
dc.format.extent3118 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypetext/plain
dc.language.isoen_US
dc.publisherElsevieren_US
dc.titleEffect of pressure after casting on high strength fibre reinforced mortaren_US
dc.typeArticleen_US
dc.rights.robotsIndexNoFollowen_US
dc.subject.hlbsecondlevelMaterials Science and Engineeringen_US
dc.subject.hlbsecondlevelCivil and Environmental Engineeringen_US
dc.subject.hlbtoplevelEngineeringen_US
dc.description.peerreviewedPeer Revieweden_US
dc.contributor.affiliationumProfessor, Department of Civil Engineering, University of Michigan, Ann Arbor, Michigan, U.S.A.en_US
dc.contributor.affiliationotherProfessor, Materials Engineering, Universidad del Valle, Calli, Colombiaen_US
dc.contributor.affiliationotherResearch Associate, Amoco Chemical Corporation, Maperville, Illinois, USAen_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/26082/1/0000158.pdfen_US
dc.identifier.doihttp://dx.doi.org/10.1016/0262-5075(86)90039-4en_US
dc.identifier.sourceInternational Journal of Cement Composites and Lightweight Concreteen_US
dc.owningcollnameInterdisciplinary and Peer-Reviewed


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