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Elastoplastic analysis using the 14-node brick element family

โœ Scribed by I. M. Smith; D. J. Kidger


Book ID
102547123
Publisher
John Wiley and Sons
Year
1992
Tongue
English
Weight
486 KB
Volume
35
Category
Article
ISSN
0029-5981

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Despite satisfying only completeness and continuity requirements, elements often perform erroneously in a certain class of problems, called the locking situations, where they display spurious stress oscillations and enhanced stiffness properties. The function space approach that effectively substant