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Three-dimensional crack initiation, propagation, branching and junction in non-linear materials by an extended meshfree method without asymptotic enrichment

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dc.contributor.authorBordas, Stephane-
dc.contributor.authorRabczuk, Timon-
dc.contributor.authorZi, Goangseup-
dc.date.accessioned2021-09-09T10:40:28Z-
dc.date.available2021-09-09T10:40:28Z-
dc.date.created2021-06-10-
dc.date.issued2008-03-
dc.identifier.issn0013-7944-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/123956-
dc.description.abstractThis paper presents a three-dimensional, extrinsically enriched meshfree method for initiation, branching, growth and coalescence of an arbitrary number of cracks in non-linear solids including large deformations, for statics and dynamics. The novelty of the methodology is that only an extrinsic discontinuous enrichment and no near-tip enrichment is required. Instead, a Lagrange multiplier field is added along the crack front to close the crack. This decreases the computational cost and removes difficulties involved with a branch enrichment. The results are compared to experimental data, and other simulations from the literature to show the robustness and accuracy of the method. (c) 2007 Elsevier Ltd. All rights reserved.-
dc.languageEnglish-
dc.language.isoen-
dc.publisherPERGAMON-ELSEVIER SCIENCE LTD-
dc.subjectFINITE-ELEMENT-METHOD-
dc.subjectFREE GALERKIN METHODS-
dc.subjectDYNAMIC FRACTURE-
dc.subjectLEVEL SETS-
dc.subjectLOCAL PARTITION-
dc.subjectGROWTH-
dc.subjectDAMAGE-
dc.subjectUNITY-
dc.titleThree-dimensional crack initiation, propagation, branching and junction in non-linear materials by an extended meshfree method without asymptotic enrichment-
dc.typeArticle-
dc.contributor.affiliatedAuthorZi, Goangseup-
dc.identifier.doi10.1016/j.engfracmech.2007.05.010-
dc.identifier.scopusid2-s2.0-36849039473-
dc.identifier.wosid000253117900003-
dc.identifier.bibliographicCitationENGINEERING FRACTURE MECHANICS, v.75, no.5, pp.943 - 960-
dc.relation.isPartOfENGINEERING FRACTURE MECHANICS-
dc.citation.titleENGINEERING FRACTURE MECHANICS-
dc.citation.volume75-
dc.citation.number5-
dc.citation.startPage943-
dc.citation.endPage960-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaMechanics-
dc.relation.journalWebOfScienceCategoryMechanics-
dc.subject.keywordPlusFINITE-ELEMENT-METHOD-
dc.subject.keywordPlusFREE GALERKIN METHODS-
dc.subject.keywordPlusDYNAMIC FRACTURE-
dc.subject.keywordPlusLEVEL SETS-
dc.subject.keywordPlusLOCAL PARTITION-
dc.subject.keywordPlusGROWTH-
dc.subject.keywordPlusDAMAGE-
dc.subject.keywordPlusUNITY-
dc.subject.keywordAuthorextended element free Galerkin method (XEFG)-
dc.subject.keywordAuthordiscontinuous enrichment-
dc.subject.keywordAuthorcohesive cracks-
dc.subject.keywordAuthorLagrange multipliers-
dc.subject.keywordAuthordynamic fracture-
dc.subject.keywordAuthorlarge deformations-
dc.subject.keywordAuthorhigh velocity impact-
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