EAS Elements for Solid Mechanics
Mesh Distortion Insensitive and Hourglassing-Free Formulations with Increased Robustness
| dc.contributor.author | Pfefferkorn, Robin | |
| dc.date.accessioned | 2023-04-07T10:00:49Z | |
| dc.date.available | 2023-04-07T10:00:49Z | |
| dc.date.issued | 2023 | |
| dc.identifier.uri | https://library.oapen.org/handle/20.500.12657/62300 | |
| dc.description.abstract | Proposed 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.language | English | en_US |
| dc.relation.ispartofseries | Schriftenreihe des Instituts für Mechanik, Karlsruher Institut für Technologie | en_US |
| dc.subject.classification | thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building | en_US |
| dc.subject.other | enhanced assumed strain (EAS); mixed integration point; Petrov-Galerkin; Netzverzerrungsempfindlichkeit; Hourglass-Instabilitäten; mesh distortion sensitivity; hourglassing-instabilities | en_US |
| dc.title | EAS Elements for Solid Mechanics | en_US |
| dc.title.alternative | Mesh Distortion Insensitive and Hourglassing-Free Formulations with Increased Robustness | en_US |
| dc.type | book | |
| oapen.identifier.doi | 10.5445/KSP/1000154549 | en_US |
| oapen.relation.isPublishedBy | 44e29711-8d53-496b-85cc-3d10c9469be9 | en_US |
| oapen.series.number | 10 | en_US |
| oapen.pages | 218 | en_US |
