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dc.contributor.authorPfefferkorn, Robin
dc.date.accessioned2023-04-07T10:00:49Z
dc.date.available2023-04-07T10:00:49Z
dc.date.issued2023
dc.identifier.urihttps://library.oapen.org/handle/20.500.12657/62300
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.en_US
dc.languageEnglishen_US
dc.relation.ispartofseriesSchriftenreihe des Instituts für Mechanik, Karlsruher Institut für Technologieen_US
dc.subject.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and buildingen_US
dc.subject.otherenhanced assumed strain (EAS); mixed integration point; Petrov-Galerkin; Netzverzerrungsempfindlichkeit; Hourglass-Instabilitäten; mesh distortion sensitivity; hourglassing-instabilitiesen_US
dc.titleEAS Elements for Solid Mechanicsen_US
dc.title.alternativeMesh Distortion Insensitive and Hourglassing-Free Formulations with Increased Robustnessen_US
dc.typebook
oapen.identifier.doi10.5445/KSP/1000154549en_US
oapen.relation.isPublishedBy44e29711-8d53-496b-85cc-3d10c9469be9en_US
oapen.series.number10en_US
oapen.pages218en_US
peerreview.anonymityAll identities known
peerreview.id51a542ec-eaeb-47c2-861d-6022e981a97a
peerreview.open.reviewNo
peerreview.publish.responsibilityBooks or series editor
peerreview.review.stagePre-publication
peerreview.review.typeFull text
peerreview.reviewer.typeEditorial board member
peerreview.reviewer.typeExternal peer reviewer
peerreview.titleDissertations in Series (Dissertationen in Schriftenreihe)


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