On Prediction of 3d Stress State in Elastic Shell by Higher-order Shell Formulations

Boštjan Brank in Adnan Ibrahimbegović in Uroš Bohinc (2008) On Prediction of 3d Stress State in Elastic Shell by Higher-order Shell Formulations. Computer Modeling in Engineering and Sciences, 33 (1). str. 85-108. ISSN 1526-1492

[img]
Predogled
PDF
Prenos (295Kb)

    Povzetek

    In this work we study the accuracy of modem higher-order shell finite element formulations in computation of 3d stress state in elastic shells. In that sense we compare three higher-order shell models: (i) with seven dislacement-like kinematic parameters, and (ii, iii) with six displacement-like kinematic parameters plus one strain-like kinematic parameter introduced by two different versions of enhanced assumed strain (EAS) concept. The finite element approximations of all shell models are based on 4-node quadrilateral elements. Geometrically nonlinear and consistently linearized forms of considered formulations are given. Several numerical examples are presented, where computed stresses are compared with analytical solutions. It was found that through-the-thickness variation of some (non-dominant) stress tensor components, including through-the-thickness normal stress, may be computed very inaccurately. The reliable representation for those stresses can be interpreted only if the ``layer-wise'' averaging or the through-the-thickness averaging is performed.

    Vrsta dela: Članek
    Ključne besede: lupine / 3d napetosti /
    Povezani naslovi URL:
    URLTip URL
    http://www.techscience.com/cmes/Založnik
    Povezava na COBISS: http://www.cobiss.si/scripts/cobiss?command=search&base=50057&select=(ID=4418145)
    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: 3510
    URI: http://drugg.fgg.uni-lj.si/id/eprint/3510

    Akcije (potrebna je prijava)

    Pregled vnosa

    Prenosi dokumenta

    Še več statistike za to delo...