A computational method for quasi-static fracture

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dc.contributor.author Tabbara, Mazen
dc.contributor.author Stone, C.M.
dc.date.accessioned 2016-02-10T08:24:01Z
dc.date.available 2016-02-10T08:24:01Z
dc.date.copyright 1998
dc.date.issued 2016-02-10
dc.identifier.issn 0178-7675 en_US
dc.identifier.uri http://hdl.handle.net/10725/3031
dc.description.abstract A direct method for solving quasi-static, mixed-mode fracture problems is presented. The element-free Galerkin method is used in order to allow for crack growth without remeshing. An expression for the normalized, critical traction is derived in terms of the fracture resistance (R-curve) and a crack-dependent function. Sample problems demonstrate the capability of this method to accurately compute the post-peak equilibrium paths for structures with growing cracks. en_US
dc.language.iso en en_US
dc.title A computational method for quasi-static fracture en_US
dc.type Article en_US
dc.description.version Published en_US
dc.author.school SOE en_US
dc.author.idnumber 199890270 en_US
dc.author.woa N/A en_US
dc.author.department Civil Engineering en_US
dc.description.embargo N/A en_US
dc.relation.journal Computational Mechanics en_US
dc.journal.volume 22 en_US
dc.journal.issue 2 en_US
dc.article.pages 203-210 en_US
dc.identifier.doi http://dx.doi.org/10.1007/s004660050354 en_US
dc.identifier.ctation Tabbara, M. R., & Stone, C. M. (1998). A computational method for quasi-static fracture. Computational Mechanics, 22(2), 203-210. en_US
dc.identifier.url http://link.springer.com/article/10.1007/s004660050354

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