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dc.contributor.authorKolman, Radek
dc.contributor.authorKopačka, Ján
dc.contributor.authorGonzalez, Jose
dc.contributor.authorGabriel, Dušan
dc.contributor.authorSoon Cho, Sang
dc.contributor.authorPlešek, Jiří
dc.contributor.authorPark, K. C.
dc.contributor.editorLukeš, Vladimír
dc.contributor.editorRendl, Jan
dc.contributor.editorHajžman, Michal
dc.contributor.editorByrtus, Miroslav
dc.date.accessioned2018-04-17T06:51:28Z-
dc.date.available2018-04-17T06:51:28Z-
dc.date.issued2018
dc.identifier.citation20th International Conference Applied Mechanics 2018: April 9-11, 2018, Myslovice, Czech republic: conference proceedings, p. 53-61.en
dc.identifier.isbn978-80-261-0766-8
dc.identifier.urihttps://am2018.zcu.cz/AM2018_proceedings.pdf
dc.identifier.urihttp://hdl.handle.net/11025/29636
dc.format9 s.cs
dc.format.mimetypeapplication/pdf
dc.language.isoenen
dc.publisherZápadočeská univerzita v Plznics
dc.rights© Západočeská univerzita v Plznics
dc.subjectexplicitní integrace časucs
dc.subjectmetoda konečných prvkůcs
dc.subjectmetoda penalizacecs
dc.subjectmetoda nepenalizacecs
dc.subjectpřímá inverze hromadné maticecs
dc.subjectmístní časové krokovánícs
dc.subjectnepravé oscilacecs
dc.titleRecent progress in numerical methods for explicit finite element analysisen
dc.typekonferenční příspěvekcs
dc.typeconferenceObjecten
dc.rights.accessopenAccessen
dc.type.versionpublishedVersionen
dc.description.abstract-translatedIn this paper, a recent progress in explicit finite element analysis is discussed. Properties and behaviour of classical explicit time integration in finite element analysis of elastic wave propagation and contact-impact problems based on penalty method in contact-impact problems are summarized. Further, stability properties of explicit time scheme and the penalty method as well as existence of spurious oscillations in transient dynamics are mentioned. The novel and recent improving and progress in explicit analysis based on a local time integration with pullback interpolation for different local stable time step sizes, bipenalty stabilization for enforcing of contact constrains with preserving of stability limit for contact-free problems and using a direct inversion of mass matrix are presented. Properties of the employed methods are shown for one-dimensional cases of wave propagation and contact-impact problems.en
dc.subject.translatedexplicit time integrationen
dc.subject.translatedfinite element methoden
dc.subject.translatedpenalty methoden
dc.subject.translatedbipenalty methoden
dc.subject.translateddirect inversion of mass matrixen
dc.subject.translatedlocal time steppingen
dc.subject.translatedspurious oscillationsen
dc.type.statusPeer-revieweden
Vyskytuje se v kolekcích:Applied mechanics 2018
Applied mechanics 2018

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