Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/95870
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dc.creatorP. M. A. Areias
dc.creatorJ. M. A. César de Sá
dc.creatorC. A. Conceição António
dc.creatorJ. A. S. A. O. Carneiro
dc.creatorV. M. P. Teixeira
dc.date.accessioned2022-09-10T05:30:55Z-
dc.date.available2022-09-10T05:30:55Z-
dc.date.issued2004
dc.identifier.issn0178-7675
dc.identifier.othersigarra:56277
dc.identifier.urihttps://hdl.handle.net/10216/95870-
dc.description.abstractThe finite displacement formulation of a quadrilateral element containing an embedded displacement discontinuity is presented. The formulation is based on the kinematically optimal technique, and some known defects of this technique are addressed. Lagrange multipliers are adopted to ensure the correct crack closure prior to initiation. Six additional degrees of freedom in each element allow the representation of the two states of the crack. A classical enhanced strain technique is employed to improve the bending performance of the element. Numerical examples illustrate both the robustness and the accuracy of the proposed solutions.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.titleStrong displacement discontinuities and Lagrange multipliers in the analysis of finite displacement fracture problems
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1007/s00466-004-0603-z
dc.identifier.authenticusP-000-7ED
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

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