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dc.creatorMuñoz-Reja Moreno, María del Mares
dc.creatorMantic, Vladislaves
dc.creatorTávara Mendoza, Luis Arístideses
dc.date.accessioned2022-03-16T06:56:15Z
dc.date.available2022-03-16T06:56:15Z
dc.date.issued2022-06
dc.identifier.citationMuñoz-Reja Moreno, M.d.M., Mantic, V. y Távara Mendoza, L.A. (2022). Comparative analytical study of the coupled criterion and the principle of minimum total energy with stress condition applied to linear elastic interfaces. Theoretical and Applied Fracture Mechanics, 119 (103274)
dc.identifier.issn0167-8442es
dc.identifier.urihttps://hdl.handle.net/11441/130829
dc.description.abstractIn the present work the Coupled Criterion of Finite Fracture Mechanics (CCFFM) is used to predict crack onset or growth by finite increments in a linear elastic interface. The predictions of the interface failure by two alternative approaches of the CCFFM applied to the Linear Elastic Brittle Interface Model (LEBIM): the widely used method based on looking for an intersection of stress and energy criteria curves and the novel Principle of Minimum Total Energy subjected to a Stress Condition (PMTE-SC), are studied and compared. For this purpose, two analytical studies, based on the stress and energy criteria curves and the PMTE-SC, are carefully explained, providing appropriate graphical representations, by considering the widely used Double Cantilever Beam (DCB) test as benchmark problem. For the sake of simplicity, the Euler–Bernoulli beam model including an elastic interface (the Winkler interface) to model the adhesive layer joint is used in this study. To the authors’ best knowledge, this is the first study showing, for both load and displacement control, that the PMTE-SC is equivalent to the classical formulation of the CCFFM, providing exactly the same analytical predictions for the crack onset and propagation. The fact that onset of a finite crack-advance typically predicted by CCFFM is associated to tunnelling the total energy barrier is also illustrated on the DCB test. The main advantages of the PMTE-SC are its versatility and possibility of applying it to complex configurations including multiple cracks and fracture mixed-mode behaviour.es
dc.description.sponsorshipSpanish Ministry of Science, Innovation and Universities and European Regional Development Fund Project PGC2018- 099197-B-I00es
dc.description.sponsorshipConsejería de Economía y Conocimiento de la Junta de Andalucía (Spain) Project P18-FR-1928es
dc.description.sponsorshipUniversidad de Sevilla (España) and Programa Operativo FEDER Andalucía 2014–2020 contract US-1266016es
dc.description.sponsorshipJunta de Andalucía (Spain) and European Social Fund Acciones de transferencia del conocimiento AT17-5908-USEes
dc.formatapplication/pdfes
dc.format.extent14 p.es
dc.language.isoenges
dc.publisherElsevieres
dc.relation.ispartofTheoretical and Applied Fracture Mechanics, 119 (103274)
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectLinear Elastic Brittle Interface Model (LEBIM)es
dc.subjectCoupled criteriones
dc.subjectFinite Fracture Mechanics (FFM)es
dc.subjectDouble cantilever beam testes
dc.subjectTotal energy minimizationes
dc.titleComparative analytical study of the coupled criterion and the principle of minimum total energy with stress condition applied to linear elastic interfaceses
dc.typeinfo:eu-repo/semantics/articlees
dcterms.identifierhttps://ror.org/03yxnpp24
dc.type.versioninfo:eu-repo/semantics/publishedVersiones
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.contributor.affiliationUniversidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructurases
dc.relation.projectIDPGC2018- 099197-B-I00es
dc.relation.projectIDP18-FR-1928es
dc.relation.projectIDUS-1266016es
dc.relation.projectIDAT17-5908-USEes
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0167844222000295?via%3Dihubes
dc.identifier.doi10.1016/j.tafmec.2022.103274es
dc.contributor.groupUniversidad de Sevilla. TEP131: Elasticidad y Resistencia de Materialeses
dc.journaltitleTheoretical and Applied Fracture Mechanicses
dc.publication.volumen119es
dc.publication.issue103274es

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