Short fatigue crack behavior under various level of mixed-mode

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dc.contributor.authorMalíková, Luciecs
dc.contributor.authorMiarka, Petrcs
dc.contributor.authorSeitl, Stanislavcs
dc.coverage.volume59cs
dc.date.accessioned2025-04-04T11:56:38Z
dc.date.available2025-04-04T11:56:38Z
dc.date.issued2024-10-18cs
dc.description.abstractIn this work, results of a numerical parametric analysis are presented in order to compare them with experimentally observed concrete cone failure features. Such a kind of failure is typical for cast-in steel anchors embedded in concrete substrates. Thus, numerical simulations via finite element method have been performed in order to investigate basic fracture parameters for specimens with a short fatigue crack and stress distribution for specimens without any crack. Several parameters were varied and their effect on the stress intensity factors or distribution of stress tensor components around the anchor corner were studied and discussed. Slight differences between the average angle typical for concrete cone failure observed experimentally and numerical results were found out and thus, more complex numerical simulations shall be recommended.en
dc.formattextcs
dc.format.extent160-166cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationAdvances in Transdicsciplinary Engineering series. 2024, vol. 59, p. 160-166.en
dc.identifier.doi10.3233/ATDE240540cs
dc.identifier.issn2352-7528cs
dc.identifier.orcid0000-0001-5868-5717cs
dc.identifier.orcid0000-0002-4103-8617cs
dc.identifier.orcid0000-0002-4953-4324cs
dc.identifier.other190114cs
dc.identifier.researcheridB-6690-2014cs
dc.identifier.researcheridY-5612-2018cs
dc.identifier.researcheridG-8592-2014cs
dc.identifier.scopus57364369600cs
dc.identifier.scopus57195836397cs
dc.identifier.scopus14059029400cs
dc.identifier.urihttps://hdl.handle.net/11012/250765
dc.language.isoencs
dc.publisherIOS Presscs
dc.relation.ispartofAdvances in Transdicsciplinary Engineering seriescs
dc.relation.urihttps://ebooks.iospress.nl/ISBN/978-1-64368-547-2cs
dc.rightsCreative Commons Attribution-NonCommercial 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2352-7528/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/cs
dc.subjectAnchorsen
dc.subjectconcreteen
dc.subjectstress intensity factoren
dc.subjectfracture behavioren
dc.subjectstress distributionen
dc.subjectcritical distanceen
dc.titleShort fatigue crack behavior under various level of mixed-modeen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-190114en
sync.item.dbtypeVAVen
sync.item.insts2025.04.04 13:56:38en
sync.item.modts2025.04.04 08:32:01en
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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