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dc.contributor.authorEverdij, Frank P. X.
dc.contributor.authorLloberas Valls, Oriol
dc.contributor.authorSimone, Angelo
dc.contributor.authorRixen, Daniel J.
dc.contributor.authorSluys, Lambertus J.
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-02-22T18:16:27Z
dc.date.issued2016
dc.identifier.citationEverdij, F., Lloberas, O., Simone, A., Rixen, D., Sluys, L. Domain decomposition and parallel direct solvers as an adaptive multiscale strategy for damage simulation in materials. A: International Conference on Domain Decomposition Methods. "Domain Decomposition Methods in Science and Engineering XXII". Lugano: Springer, 2016, p. 1-9.
dc.identifier.isbn978-3-319-18826-3
dc.identifier.urihttp://hdl.handle.net/2117/83276
dc.description.abstractUnderstanding physical phenomena of heterogeneous materials is an ongoing active research field in the structural design of buildings and roads. The failure analysis of quasi-brittle materials such as concrete is a particular topic of interest in civil engineering. This process is characterized by the initial formation of cracks on a microscopic length scale which coagulate into macroscale cracks leading up to weakening and fracture. Because the fracturing process of these materials occurs on several different length scales, care must be taken to provide an accurate description which accounts for all the relevant mechanical processes while maintaining a reasonable computation cost. With this reasoning in mind, we use a multiscale approach in our numerical simulation, switching between different meshes and material parameters depending on the local mechanical behaviour. In this contribution, we will present a non-linear finite element computation involving a non-local damage model of a wedge-split test used for evaluating fracture mechanics in concrete-like materials. We will apply the classical FETI framework (Farhat and Roux [1991]) to the non-linear gradient enhanced damage (GD) model (Peerlings et al. [1996]) using both iterative and direct solvers to the interface problem as well as using a direct solver for the entire set of equations of the fully dual assembled system.
dc.format.extent9 p.
dc.language.isoeng
dc.publisherSpringer
dc.subjectÀrees temàtiques de la UPC::Enginyeria dels materials::Assaig de materials
dc.subject.lcshBrittleness--Mathematical models
dc.titleDomain decomposition and parallel direct solvers as an adaptive multiscale strategy for damage simulation in materials
dc.typeConference report
dc.subject.lemacFragilitat -- Models matemàtics
dc.identifier.doi10.1007/978-3-319-18827-0_18
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://link.springer.com/chapter/10.1007/978-3-319-18827-0_18
dc.rights.accessRestricted access - publisher's policy
drac.iddocument17526873
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorEverdij, F., Lloberas, O., Simone, A., Rixen, D., Sluys, L.
upcommons.citation.contributorInternational Conference on Domain Decomposition Methods
upcommons.citation.pubplaceLugano
upcommons.citation.publishedtrue
upcommons.citation.publicationNameDomain Decomposition Methods in Science and Engineering XXII
upcommons.citation.startingPage1
upcommons.citation.endingPage9


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