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dc.contributor.authorChalivendra, V. B.
dc.contributor.authorHong, Soonsung
dc.contributor.authorArias Vicente, Irene
dc.contributor.authorKnap, Jaroslaw
dc.contributor.authorRosakis, Ares
dc.contributor.authorOrtiz, Michael
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Matemàtica Aplicada III
dc.date.accessioned2010-07-08T15:24:02Z
dc.date.available2010-07-08T15:24:02Z
dc.date.created2009-07
dc.date.issued2009-07
dc.identifier.citationChalivendra, V. [et al.]. Experimental validation of large-scale simulations of dynamic fracture along weak planes. "International journal of impact engineering", Juliol 2009, vol. 36, núm. 7, p. 888-898.
dc.identifier.issn0734-743X
dc.identifier.urihttp://hdl.handle.net/2117/8087
dc.description.abstractA well-controlled and minimal experimental scheme for dynamic fracture along weak planes is specifically designed for the validation of large-scale simulations using cohesive finite elements. The role of the experiments in the integrated approach is two-fold. On the one hand, careful measurements provide accurate boundary conditions and material parameters for a complete setup of the simulations without free parameters. On the other hand, quantitative performance metrics are provided by the experiments, which are compared a posteriori with the results of the simulations. A modified Hopkinson bar setup in association with notch-face loading is used to obtain controlled loading of the fracture specimens. An inverse problem of cohesive zone modeling is performed to obtain accurate mode-I cohesive zone laws from experimentally measured deformation fields. The speckle interferometry technique is employed to obtain the experimentally measured deformation field. Dynamic photoelasticity in conjunction with high-speed photography is used to capture experimental records of crack propagation. The comparison shows that both the experiments and the numerical simulations result in very similar crack initiation times and produce crack tip velocities which differ by less than 6%. The results also confirm that the detailed shape of the non-linear cohesive zone law has no significant influence on the numerical results.
dc.format.extent11 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Física::Física de l'estat sòlid::Propietats mecàniques
dc.subject.lcshFracture mechanics--Mathematical models
dc.titleExperimental validation of large-scale simulations of dynamic fracture along weak planes
dc.typeArticle
dc.subject.lemacMecànica de fractura -- Models matemàtics
dc.contributor.groupUniversitat Politècnica de Catalunya. LACÀN - Mètodes Numèrics en Ciències Aplicades i Enginyeria
dc.identifier.doi10.1016/j.ijimpeng.2008.11.009
dc.description.peerreviewedPeer Reviewed
dc.rights.accessOpen Access
drac.iddocument1246891
dc.description.versionPostprint (author’s final draft)
upcommons.citation.authorChalivendra, V.; Hong, S.; Arias, I.; Knap, J.; Rosakis, A.; Ortiz, M.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameInternational journal of impact engineering
upcommons.citation.volume36
upcommons.citation.number7
upcommons.citation.startingPage888
upcommons.citation.endingPage898


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