Mixed Mode I/II Fracture Resistance of Various Civil Engineering Materials by Selected Criteria

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dc.contributor.authorSeitl, Stanislavcs
dc.contributor.authorAndrade Lizarro, Julian Zubincs
dc.contributor.authorMiarka, Petrcs
dc.coverage.issue1cs
dc.coverage.volume33cs
dc.date.issued2021-11-20cs
dc.description.abstractMaterials like concrete are widely used for civil engineering constructions, due to some well-known benefits such as low cost, wide applicability, and general availability. The structural part is usually loaded in combined load referred as mixed mode (normal mode I and shear mode II). Generally, concrete, the quasi-brittle material, gets more brittle as its strength increases. The experiments already measured on civil engineering materials were analysed by the mixed-mode crack growth criteria based on the fracture toughness KIc (critical energy release rate GIc), it follows that different authors very extensively and variously use this concept. The criteria applied in the contribution are based on the parameters stress intensity factor K and energy release rate G. The value of Keff based on material fit and index of dispersion were discussed and compared for material with different compression strength.en
dc.formattextcs
dc.format.extent312-319cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Structural Integrity. 2021, vol. 33, issue 1, p. 312-319.en
dc.identifier.doi10.1016/j.prostr.2021.10.038cs
dc.identifier.issn2452-3216cs
dc.identifier.orcid0000-0002-4953-4324cs
dc.identifier.orcid0000-0002-4103-8617cs
dc.identifier.other175074cs
dc.identifier.researcheridG-8592-2014cs
dc.identifier.researcheridY-5612-2018cs
dc.identifier.scopus14059029400cs
dc.identifier.scopus57195836397cs
dc.identifier.urihttp://hdl.handle.net/11012/203093
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Structural Integritycs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S2452321621001335cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2452-3216/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectConcreteen
dc.subjectmixed modeen
dc.subjectstress intensity factoren
dc.subjectresistanceen
dc.subjectfractureen
dc.titleMixed Mode I/II Fracture Resistance of Various Civil Engineering Materials by Selected Criteriaen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-175074en
sync.item.dbtypeVAVen
sync.item.insts2025.02.03 15:45:28en
sync.item.modts2025.01.17 16:40:32en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
thesis.grantorVysoké učení technické v Brně. . Ústav fyziky materiálů AV ČRcs
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