Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/48551
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dc.contributor.authorChirino Godoy, Franciscoen_US
dc.contributor.authorAbascal, Ramónen_US
dc.contributor.otherChirino, Francisco-
dc.date.accessioned2018-11-23T22:48:48Z-
dc.date.available2018-11-23T22:48:48Z-
dc.date.issued1998en_US
dc.identifier.issn0029-5981en_US
dc.identifier.urihttp://hdl.handle.net/10553/48551-
dc.description.abstractA new methodology for computing dynamic stress intensity factors in the frequency domain based on the mixed boundary element method, a combination of the equations corresponding to the integral representations of displacements and tractions, is proposed and analysed. The expressions of hypersingular fundamental solution are presented and their singular parts extracted. Also, a discontinuous Singular-Quarter-Point element is constructed. Finally, various parametric computations and applications are described in order to illustrate the simplicity and accuracy of the proposed method as applied to both static and dynamic problems.en_US
dc.languageengen_US
dc.relation.ispartofInternational Journal for Numerical Methods in Engineeringen_US
dc.sourceInternational Journal for Numerical Methods in Engineering [ISSN 0029-5981], v. 43, p. 365-388, (Septiembre 1998)en_US
dc.subject330533 Resistencia de estructurasen_US
dc.subject3305 Tecnología de la construcciónen_US
dc.subject.otherStress intensity factoren_US
dc.subject.otherHypersingular formulationen_US
dc.subject.otherFracture mechanicsen_US
dc.subject.otherMixed boundary element methoden_US
dc.subject.otherDynamicsen_US
dc.titleDynamic and static analysis of cracks using the hypersingular formulation of the boundary element methoden_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/(SICI)1097-0207(19980930)43:2<365::AID-NME436>3.0.CO;2-7en_US
dc.identifier.scopus0032164324-
dc.identifier.isi000075641100007-
dcterms.isPartOfInternational Journal For Numerical Methods In Engineering-
dcterms.sourceInternational Journal For Numerical Methods In Engineering[ISSN 0029-5981],v. 43 (2), p. 365-388-
dc.contributor.authorscopusid6508015943-
dc.contributor.authorscopusid56024666600-
dc.description.lastpage388en_US
dc.description.firstpage365en_US
dc.relation.volume43en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
dc.identifier.wosWOS:000075641100007-
dc.contributor.daisngid8155038-
dc.contributor.daisngid913228-
dc.identifier.investigatorRIDL-8293-2014-
dc.description.numberofpages24en_US
dc.utils.revisionen_US
dc.date.coverdateSeptiembre 1998en_US
dc.identifier.ulpgcen_US
dc.contributor.buulpgcBU-INGen_US
dc.description.jcr1,002-
dc.description.jcrqQ1-
dc.description.scieSCIE-
item.grantfulltextopen-
item.fulltextCon texto completo-
crisitem.author.orcid0000-0002-3525-708X-
crisitem.author.fullNameChirino Godoy, Francisco-
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