Assessment of 4-node EAS-ANS shell elements for large deformation analysis

Boštjan Brank (2008) Assessment of 4-node EAS-ANS shell elements for large deformation analysis. Computational Mechanics, 42 (1). str. 39-51. ISSN 0178-7675

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    In this work we derive and mutually compare several 4-node shell hyperelastic finite elements for large deformation analysis. The elements are based on Reissner-Mindlin shell theory. They use the enhanced assumed strain (EAS) concept for enhancement of membrane and bending displacement-compatible strains and the assumed natural strain (ANS) concept for treatment of transverse shear strains. The elements differ from each other by the number of membrane and bending EAS parameters. An optimal number of these parameters is suggested on the basis of numerical results.

    Vrsta dela: Članek
    Ključne besede: lupine / velike deformacije / mešani funkcional
    Povezani naslovi URL:
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    http://www.techscience.com/cmes/Založnik
    Povezava na COBISS: http://www.cobiss.si/scripts/cobiss?command=search&base=50057&select=(ID=3863905)
    Ustanova: Univerza v Ljubljani
    Fakulteta: Fakulteta za gradbeništvo in geodezijo
    Katedre: Fakulteta za gradbeništvo in geodezijo > Oddelek za gradbeništvo > Katedra za konstrukcije in potresno inženirstvo (KKPI)
    ID vnosa: 3519
    URI: http://drugg.fgg.uni-lj.si/id/eprint/3519

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