Glass fibre reinforced cement based composite: fatigue and fracture parameters

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dc.contributor.authorSeitl, Stanislavcs
dc.contributor.authorKeršner, Zbyněkcs
dc.contributor.authorBílek, Vlastimilcs
dc.contributor.authorKnésl, Zdeněkcs
dc.coverage.issue2cs
dc.coverage.volume3cs
dc.date.issued2009-06-15cs
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 Wöhler 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 obtained results are compared with literature data.en
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 Wöhler 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 obtained results are compared with literature data.en
dc.formattextcs
dc.format.extent363-374cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationApplied andComputational Mechanics. 2009, vol. 3, issue 2, p. 363-374.en
dc.identifier.issn1802-680Xcs
dc.identifier.orcid0000-0002-4953-4324cs
dc.identifier.orcid0000-0003-4724-6166cs
dc.identifier.other48749cs
dc.identifier.researcheridG-8592-2014cs
dc.identifier.researcheridAAW-7298-2020cs
dc.identifier.scopus14059029400cs
dc.identifier.scopus6504210776cs
dc.identifier.urihttp://hdl.handle.net/11012/69354
dc.language.isoencs
dc.relation.ispartofApplied andComputational Mechanicscs
dc.relation.urihttps://www.kme.zcu.cz/acm/acm/article/view/58cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1802-680X/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectcement based compositeen
dc.subjectglass fibreen
dc.subjecteffective fracture toughnessen
dc.subjectParis lawen
dc.subjectWöhler curveen
dc.subjectcement based composite
dc.subjectglass fibre
dc.subjecteffective fracture toughness
dc.subjectParis law
dc.subjectWöhler curve
dc.titleGlass fibre reinforced cement based composite: fatigue and fracture parametersen
dc.title.alternativeGlass fibre reinforced cement based composite: fatigue and fracture parametersen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-48749en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:24:14en
sync.item.modts2025.10.14 10:08:06en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
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