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dc.contributor.authorPfefferkorn, Robin
dc.date.accessioned2025-03-07T20:45:43Z
dc.date.available2025-03-07T20:45:43Z
dc.date.issued2023
dc.date.submitted2023-04-07T10:00:49Z
dc.identifierhttps://library.oapen.org/handle/20.500.12657/62300
dc.identifier.urihttps://doab-dev.siscern.org/handle/20.500.12854/166234
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.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building
dc.subject.otherenhanced assumed strain (EAS); mixed integration point; Petrov-Galerkin; Netzverzerrungsempfindlichkeit; Hourglass-Instabilitäten; mesh distortion sensitivity; hourglassing-instabilities
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.relation.isbn9783731512714
oapen.collectionAG Universitätsverlage
oapen.pages218
peerreview.review.typeFull text
peerreview.anonymityAll identities known
peerreview.reviewer.typeEditorial board member
peerreview.reviewer.typeExternal peer reviewer
peerreview.review.stagePre-publication
peerreview.open.reviewNo
peerreview.publish.responsibilityBooks or series editor
peerreview.id51a542ec-eaeb-47c2-861d-6022e981a97a
dc.seriesnumber10
peerreview.titleDissertations in Series (Dissertationen in Schriftenreihe)


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