Geometrically nonlinear analysis of thin shell by a quadrilateral finite element with in-plane rotational degrees of freedom
DOI:
https://doi.org/10.13052/EJCM.19.707-724Keywords:
shells, plates, nonlinear analysis, drilling rotation, finites elements methodAbstract
We present in this research article, the improvements that we made to create a four nodes flat quadrilateral shell element for geometrically nonlinear analysis, based on corotational updated lagrangian formulation. These improvements are initially related to the improvement of the in-plane behaviour by incorporation of the in-plane rotational degrees of freedom known as “drilling degrees of freedom” in the membrane displacements field formulation. In the second phase, a co-rotational spatial local system of axes which adapts well to the problems of quadrilateral elements is adopted, while ensuring simplicity and effectiveness at numerical level. The required goal being mainly to have a robust thin shell element associated with a simplified formulation. The obtained element remains economic, and showing a robust behaviour in delicate situations of tests.
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References
Allman D. J., “A compatible triangular element including vertex rotations for plane elasticity
analysis”, Computers and Structures, vol. 19, 1984, p. 1-8.
Batoz J.-L., Ben Tahar M., “A Study of three-node Triangular plate bending element”,
International Journal For Numerical Methods in Engineering., vol. 15, 1980, p. 1771-1812.
Batoz J.-L., Ben Tahar M., “Evaluation of new Quadrilateral thin plate bending element”,
International Journal For Numerical Methods in Engineering, vol. 18, 1982, p. 1655-1677.
Boisse P., Gelin J. C., and Daniel J.L., “Computation of thin structures at large strains and
large rotations using a simple C0 isoparametric three-node shell element”, Computers and
Structures, vol. 58, n° 2, 1996, p. 249-261.
Boutagouga D., Analyse non linéaire géométrique et matérielle des coques par un élément
quadrilatère avec ddl rotationnel dit « drilling rotation », Mémoire de Magister, Université
Badji mokhtar Annaba, 2008.
Chinosi C., “Shell elements as a coupling of plate and ‘drill’ elements”, Computers and
Structures, vol. 57, n° 5, 1994, p. 893-902.
Gotsis P.K., “structural optimization of shell structures”, Computers and Structures, vol. 50,
n° 4, 1994, p. 499-507.
Han S.C., Ham H.D., Nukulchaic ,W.K., “Geometrically non-linear analysis of arbitrary
elastic supported plates and shells using an element-based Lagrangian shell element”,
International Journal of Non-Linear Mechanics, vol. 43, 2008, p. 53-64.
Hughes T. J. R., Brezzi F., “On drilling degrees of freedom”, Computer Methods in Applied
Mechanics and Engineering, vol. 72, 1989, p. 105-121.
Hughes T.J.R., Brezzi F., Masud A, Harari I., “Finite elements with drilling degrees of
freedom: theory and numerical evaluations”, Fifth International Symposium on Numerical
Methods in Engineering, 1989, Ashurst, U.K., p. 3-17.
Ibrahimbegovic A., Taylor R. L., Wilson E. L., “A robust quadrilateral membrane finite
element with drilling degrees of freedom”, International Journal for Numerical Methods
in Engineering, vol. 30, 1990, p. 445-457.
Jetteur Ph., A shallow shell element with in-plane rotational degrees of freedom, Rapport
interne, 1986, INRIA.
Khosravi P., Ganesan R., Sedaghati R., “An efficient facet shell element for co-rotational
nonlinear analysis of thin and moderately thick laminated composite structures”,
Computers and Structures, vol. 86, 2008, p. 850-858.
Kim K.D., Park T., Voyiadjis G.Z., 1998, “Postbuckling analysis of composite panels with
imperfection damage”, Computational Mechanics, vol. 22, 1998, p. 375-387.
Kim K., Voyiadjis G.Z., “Non-linear finite element analysis of composite panels”,
Composites, vol. 30, Part B, 1999, p. 365-381.
Meek J.L, Ristic S., 1997 “Large Displacement Analyses of thin plates and shells using a flat
facet finite element formulation”, Computer Methods in Applied Mechanics and
Engineering, vol. 145, p. 285-299.
Pacoste C., “Co-rotational flat facet triangular elements for shell instability analyses”,
Computer. Methods in Applied. Mechanics and Engineering, vol. 156, 1998, p. 75-110.
Ramm E., “The Riks/Wempner approach – An extension of the displacement control method in
non linear analyses”, Recent Advances in nonlinear Computational Mechanics, E. Hinton
D.R.J, Owen and C. Taylor (ed), university of Swansea, England, 1982, p. 63-89.
Surana K.S., “Geometrically nonlinear formulation for the curved shell elements”,
International Journal for Numerical Methods in Engineering, vol. 19, 1983, p. 581-615.
Zienkiewicks O.C., The finite element method, London Mc Graw Hill, Third edition, 1977.