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DC poleHodnotaJazyk
dc.contributor.authorSerroukh, Hamza Karim
dc.contributor.authorMabssout, Mokhtar
dc.date.accessioned2022-07-25T06:00:58Z
dc.date.available2022-07-25T06:00:58Z
dc.date.issued2022
dc.identifier.citationApplied and Computational Mechanics. 2022, vol. 16, no. 1, p. 35-50.en
dc.identifier.issn1802-680X (Print)
dc.identifier.issn2336-1182 (Online)
dc.identifier.urihttps://www.kme.zcu.cz/acm/acm/issue/view/31
dc.identifier.urihttp://hdl.handle.net/11025/49231
dc.format16 s.cs
dc.format.mimetypeapplication/pdf
dc.language.isoenen
dc.publisherUniversity of West Bohemiaen
dc.rights© University of West Bohemiaen
dc.subjectbezsíťová metodacs
dc.subjectTaylor-SPHcs
dc.subjectaktualizovaný Lagrangiancs
dc.subjectfaktory dynamické intenzity stresucs
dc.titleUpdated Lagrangian Taylor-SPH method for elastic dynamic problemsen
dc.typečlánekcs
dc.typearticleen
dc.rights.accessopenAccessen
dc.type.versionpublishedVersionen
dc.description.abstract-translatedThis paper presents a discussion on the properties of the collocation meshfree method, the Updated Lagrangian Taylor-SPH (UL-TSPH), for dynamic problems in solid mechanics. The PDEs are written in mixed form in terms of stress and velocity for the elastodynamics problems. Two sets of particles are used to discretize the partial differential equations, resulting on avoiding the tensile instability inherent to classical SPH formulations. Numerical examples ranging from propagation of a shock wave in an elastic bar to a stationary Mode-I semi-Infinite cracked plate subjected to uniaxial tension are used to assess the performance of the proposed method.en
dc.subject.translatedmeshfree methoden
dc.subject.translatedTaylor-SPHen
dc.subject.translatedupdated Lagrangianen
dc.subject.translateddynamic stress intensity factorsen
dc.identifier.doihttps://doi.org/10.24132/acm.2022.697
dc.type.statusPeer-revieweden
Vyskytuje se v kolekcích:Volume 16, number 1 (2022)
Volume 16, number 1 (2022)

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