Effect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structure

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dc.contributor.authorSeitl, Stanislavcs
dc.contributor.authorMiarka, Petrcs
dc.contributor.authorKala, Zdeněkcs
dc.contributor.authorKlusák, Jancs
dc.coverage.issue5cs
dc.coverage.volume5cs
dc.date.issued2017-09-04cs
dc.description.abstractAttention has been paid to fatigue cracks in steel structures and bridges for a long time. In spite of efforts to eliminate the creation and propagation of fatigue cracks throughout the designed service life, cracks are still revealed during inspections. There is some limitation of crack sizes which are detectable on structure (from 2 up to 10 mm). Note that depending on the location of the initial crack, the crack may dominantly propagate from the edge or from the surface. The theoretical model of fatigue crack progress is based on linear elastic fracture mechanics. Steel specimens are subjected to various load types (tension, three- and four-point bending, pure bending etc.). The calibration functions for short edge cracks that are near the hole for a rivet or bolt are compared for various loads and the discrepancies are discusseden
dc.formattextcs
dc.format.extent697-704cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Structural Integrity. 2017, vol. 5, issue 5, p. 697-704.en
dc.identifier.doi10.1016/j.prostr.2017.07.046cs
dc.identifier.issn2452-3216cs
dc.identifier.orcid0000-0002-4953-4324cs
dc.identifier.orcid0000-0002-4103-8617cs
dc.identifier.orcid0000-0002-6873-3855cs
dc.identifier.other139324cs
dc.identifier.researcheridG-8592-2014cs
dc.identifier.researcheridY-5612-2018cs
dc.identifier.researcheridA-7278-2016cs
dc.identifier.scopus14059029400cs
dc.identifier.scopus57195836397cs
dc.identifier.scopus7003615152cs
dc.identifier.urihttp://hdl.handle.net/11012/200439
dc.language.isoencs
dc.relation.ispartofProcedia Structural Integritycs
dc.relation.urihttp://www.sciencedirect.com/science/article/pii/S2452321617301348cs
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.subjectedge cracksen
dc.subjectrivet holesen
dc.subjectfracture mechanicsen
dc.subjectcalibration curvesen
dc.subjectstress intensity factoren
dc.titleEffect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structureen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-139324en
sync.item.dbtypeVAVen
sync.item.insts2025.02.03 15:45:26en
sync.item.modts2025.01.17 16:52:21en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
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