Glass fibre reinforced cement based composite: fatigue and fracture parameters

dc.contributor.authorSeitl, Stanislav
dc.contributor.authorKeršner, Zbyněk
dc.contributor.authorBílek, Vlastimil
dc.contributor.authorKnésl, Zdeněk
dc.date.accessioned2013-03-29T06:58:18Z
dc.date.available2013-03-29T06:58:18Z
dc.date.issued2009
dc.description.abstractThis paper introduces the basic fracture mechanics parameters of advanced building material – glass fibres reinforced cement based composite and its fracture and fatigue behaviour is investigated. To this aim three-point bend (3PB) specimens with starting notch were prepared and tested under static (l–d diagram) and cyclic loading (Paris law and W¨ohler curve). To evaluate the results, the finite element method was used for estimation of the corresponding values of stress intensity factor for the 3PB specimen used. The results obtained are compared with literature data.en
dc.format12 s.cs
dc.format.mimetypeapplication/pdf
dc.identifier.citationApplied and Computational Mechanics. 2009, vol. 3, no. 2, p. 363-374.en
dc.identifier.issn1802-680X (Print)
dc.identifier.issn2336-1182 (Online)
dc.identifier.urihttp://www.kme.zcu.cz/acm/index.php/acm/article/view/58/18
dc.identifier.urihttp://hdl.handle.net/11025/1555
dc.language.isoenen
dc.publisherUniversity of West Bohemiaen
dc.relation.ispartofseriesApplied and Computational Mechanicsen
dc.rights© 2009 University of West Bohemia. All rights reserved.en
dc.rights.accessopenAccessen
dc.subjectzkoušení materiálucs
dc.subjectkompozitní materiálycs
dc.subjectcementycs
dc.subjectlomová mechanikacs
dc.subjectpevnostcs
dc.subject.translatedmaterial testingen
dc.subject.translatedcomposition materialsen
dc.subject.translatedcementsen
dc.subject.translatedfracture mechanicsen
dc.subject.translatedstrengthen
dc.titleGlass fibre reinforced cement based composite: fatigue and fracture parametersen
dc.typečlánekcs
dc.typearticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen

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