A 12‐node hybrid stress brick element for beam/column analysis
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Publication:4719422
DOI10.1108/02644409910298101zbMath0954.74073OpenAlexW1972091577MaRDI QIDQ4719422
No author found.
Publication date: 8 February 2001
Published in: Engineering Computations (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1108/02644409910298101
tensorial transformationadmissible matrix formulationassumed stress fieldgeometrically regular elementhybrid stress 12-node brick element
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
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