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EAS Elements for Solid Mechanics

Mesh Distortion Insensitive and Hourglassing-Free Formulations with Increased Robustness

dc.contributor.authorPfefferkorn, Robin
dc.date.accessioned2023-04-18T10:11:49Z
dc.date.available2023-04-18T10:11:49Z
dc.date.issued2023
dc.date.submitted2023-04-07T10:00:49Z
dc.identifierhttps://library.oapen.org/handle/20.500.12657/62300
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/99220
dc.description.abstractProposed in the early 1990s, the enhanced assumed strain (EAS) method is one of the probably most successful mixed finite element methods for solid mechanics. This cumulative dissertation gives a comprehensive overview of previous publications on that method and covers recent improvements for EAS elements. In particular, we describe three key issues of standard EAS elements and develop corresponding solutions.
dc.languageEnglish
dc.relation.ispartofseriesSchriftenreihe des Instituts für Mechanik, Karlsruher Institut für Technologie
dc.rightsopen access
dc.subject.otherenhanced assumed strain (EAS); mixed integration point; Petrov-Galerkin; Netzverzerrungsempfindlichkeit; Hourglass-Instabilitäten; mesh distortion sensitivity; hourglassing-instabilities
dc.subject.otherthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building
dc.titleEAS Elements for Solid Mechanics
dc.title.alternativeMesh Distortion Insensitive and Hourglassing-Free Formulations with Increased Robustness
dc.typebook
oapen.identifier.doi10.5445/KSP/1000154549
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2
oapen.pages218
dc.seriesnumber10


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