dc.contributor.authorAn, Xinmei
dc.contributor.authorMa, Guowei
dc.contributor.authorZhang, H. H.
dc.contributor.authorLi, L. X.
dc.date.accessioned2013-10-28T02:48:44Z
dc.date.available2013-10-28T02:48:44Z
dc.date.copyright2012en_US
dc.date.issued2012
dc.identifier.citationAn, X., Ma, G., Zhang, H. H., & Li, L. X. (2012). An improved finite element method for cracks with multiple branches. International journal of computational methods, 9(3), 1250043.en_US
dc.identifier.urihttp://hdl.handle.net/10220/16946
dc.description.abstractThe conventional finite element method is improved to tackle complex cracks with multiple branches. The parasitic nodes are introduced to the nodes whose nodal support is completely cut by the crack surfaces, while the nodes whose supports contain crack tips inside are accordingly enriched by the crack tip functions. The principle to set parasitic nodes is regulated, and the relation to the previous methods is dissected. The formulation of the present method is derived, and numerical experiments are conducted. The results show that the present method can treat complex cracks conveniently and efficiently, and the unknowns have a clear physical interpretation.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesInternational journal of computational methodsen_US
dc.titleAn improved finite element method for cracks with multiple branchesen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1142/S0219876212500430


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