dc.creatorTONOLI, G. H. D.
dc.creatorSAVASTANO JR., H.
dc.creatorFUENTE, E.
dc.creatorNEGRO, C.
dc.creatorBLANCO, A.
dc.creatorLAHR, F. A. Rocco
dc.date.accessioned2012-10-19T01:08:54Z
dc.date.accessioned2018-07-04T14:48:13Z
dc.date.available2012-10-19T01:08:54Z
dc.date.available2018-07-04T14:48:13Z
dc.date.created2012-10-19T01:08:54Z
dc.date.issued2010
dc.identifierINDUSTRIAL CROPS AND PRODUCTS, v.31, n.2, p.225-232, 2010
dc.identifier0926-6690
dc.identifierhttp://producao.usp.br/handle/BDPI/17861
dc.identifier10.1016/j.indcrop.2009.10.009
dc.identifierhttp://dx.doi.org/10.1016/j.indcrop.2009.10.009
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1614658
dc.description.abstractThis paper evaluates the advantages of using hardwood short fibre pulp (eucalyptus) as alternative to softwood long fibre pulp (pinus) and polymer fibres, traditionally used in reinforcement of cement-based materials. The effects of cellulose fibre length on microstructure and on mechanical performance of fibre-cement composites were evaluated before and after accelerated ageing cycles. Hardwood pulp fibres were better dispersed in the cement matrix and provided higher number of fibres per unitary weight or volume, in relation to softwood long fibre pulp. The short reinforcing elements lead to an effective crack bridging of the fragile matrix, which contributes to the improvement of the mechanical performance of the composite after ageing. These promising results show the potential of eucalyptus short fibres for reducing costs by both the partial replacement of expensive synthetic fibres in air curing process and the energy savings during pulp refining. (C) 2009 Elsevier B.V. All rights reserved.
dc.languageeng
dc.publisherELSEVIER SCIENCE BV
dc.relationIndustrial Crops and Products
dc.rightsCopyright ELSEVIER SCIENCE BV
dc.rightsclosedAccess
dc.subjectFibre-cement
dc.subjectInterface
dc.subjectShort fibres
dc.subjectDrainage
dc.subjectDurability
dc.subjectMicrostructure
dc.titleEucalyptus pulp fibres as alternative reinforcement to engineered cement-based composites
dc.typeArtículos de revistas


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