EAS Elements for Solid Mechanics : : Mesh distortion insensitive and hourglassing-free formulations with increased robustness / / Robin Pfefferkorn.
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 el...
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Superior document: | Schriftenreihe des Instituts für Mechanik |
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VerfasserIn: | |
Place / Publishing House: | Karlsruhe : : KIT Scientific Publishing,, 2023. ©2023 |
Year of Publication: | 2023 |
Language: | English |
Series: | Schriftenreihe des Instituts für Mechanik.
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Physical Description: | 1 online resource (x, 195 pages) :; illustrations. |
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100 | 1 | |a Pfefferkorn, Robin, |e author. | |
245 | 1 | 0 | |a EAS Elements for Solid Mechanics : |b Mesh distortion insensitive and hourglassing-free formulations with increased robustness / |c Robin Pfefferkorn. |
264 | 1 | |a Karlsruhe : |b KIT Scientific Publishing, |c 2023. | |
264 | 4 | |c ©2023 | |
300 | |a 1 online resource (x, 195 pages) : |b illustrations. | ||
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490 | 1 | |a Schriftenreihe des Instituts für Mechanik | |
588 | |a Description based on: online resource; title from PDF information screen (KIT Scientific Publishing, viewed May 05, 2023). | ||
520 | |a 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. | ||
504 | |a Includes bibliographical references and index. | ||
650 | 0 | |a Geotechnical engineering. | |
776 | |z 1000154549 | ||
830 | 0 | |a Schriftenreihe des Instituts für Mechanik. | |
906 | |a BOOK | ||
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