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dc.creatorAranđelović, Mihajlo
dc.creatorĐorđević, Branislav
dc.creatorSedmak, Simon
dc.creatorRadu, Dorin
dc.creatorPetrović, Ana
dc.creatorDikić, Stefan
dc.creatorSedmak, Aleksandar
dc.date.accessioned2024-03-15T13:44:17Z
dc.date.available2024-03-15T13:44:17Z
dc.date.issued2024-06
dc.identifier.issn1350-6307
dc.identifier.urihttp://TechnoRep.tmf.bg.ac.rs/handle/123456789/7360
dc.description.abstractFailure analysis of welded joint with multiple defects was performed taking into account the effect of all defects, not just a dominant one. Four cases of multiple defects in welded joint under the uniaxial tensile loading were investigated using extended Finite Element Method. Two-dimensional Finite Element Models were made according to the tensile specimens with initial crack located in a critical area of welded joint. For each multiple defects case, numerical simulation was performed with three initial crack depth. Engineering Critical Analysis was made using Failure Assessment Diagrams for each defect that was determined as critical for its welded joint case. Numerical simulation showed that the geometry of the most prominent one from a point of view of structural integrity. It was concluded that the vertical misalignment in combination with a secondary defect, had the most adverse effect which can lead to failure of welded structure.
dc.publisherElsevier Ltd.en
dc.relationinfo:eu-repo/grantAgreement/MESTD/inst-2020/200213/RS//en
dc.relationinfo:eu-repo/grantAgreement/MESTD/inst-2020/200105/RS//en
dc.rightsrestrictedAccess
dc.sourceEngineering Failure Analysisen
dc.subjectCrack growth
dc.subjectExtended finite element method
dc.subjectFailure analysis diagram
dc.subjectMultiple welding defects
dc.subjectStructural integrity
dc.titleFailure analysis of welded joint with multiple defects by extended Finite Element Method and Engineering Critical Analysisen
dc.typearticleen
dc.rights.licenseARR
dc.citation.spage108176
dc.citation.volume160
dc.identifier.doi10.1016/j.engfailanal.2024.108176
dc.identifier.scopus2-s2.0-85186517162
dc.type.versionpublishedVersion


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Приказ основних података о документу