T. Belytschko, J. S. Ong, W. K. Liu, and J. M. Kennedy, Hourglass control in linear and non linear problem, Computer Method in Applied Mechanics and Engineering, vol.25, pp.251-276, 1984.

T. Belytschko, K. Liu, W. Moran, and B. , Nonlinear Finite Elements for Continua and Structures, ltd, vol.6, pp.491-497, 2000.

M. Brunet and F. Sabourin, Analysis of a rotation-free 4-node shell element, International Journal for Numerical Methods in Engineering, vol.10, issue.9, pp.1483-1510, 2006.
DOI : 10.1002/nme.1608

URL : https://hal.archives-ouvertes.fr/hal-00938287

F. G. Flores and E. Oñate, Improvements in the membrane behaviour of the three node rotation-free BST shell triangle using an assumed strain approach, Computer Methods in Applied Mechanics and Engineering, vol.194, issue.6-8, pp.907-932, 2005.
DOI : 10.1016/j.cma.2003.08.012

Y. Long, J. Li, Z. Long, and S. Cen, Area coordinates used in quadrilateral elements, Communications in Numerical Methods in Engineering, vol.48, pp.545-593, 1999.

L. S. Morley, The constant plate-bending element, Journal of Strain Analysis, vol.4, pp.20-24, 1971.

F. Sabourin and M. Brunet, Detailed formulation of the rotation???free triangular element ???S3??? for general purpose shell analysis, Engineering Computations, vol.23, issue.5, pp.469-502, 2006.
DOI : 10.1108/02644400610671090

URL : https://hal.archives-ouvertes.fr/hal-00938294

F. Sabourin, C. J. Brunet, and M. , A new quadrilateral shell element using 16 degrees of freedom, Engineering Computations, pp.500-540, 2009.

M. Sansalone, A new shell formulation using complete 3D constitutive laws. Application to sheet metal forming simulations, 2011.
DOI : 10.1002/nme.3068

URL : https://hal.archives-ouvertes.fr/hal-00588258

R. , K. C. Evans, H. R. Griffiths, D. W. Nethercot, and D. A. , Introduction à la méthode des éléments finis, p.228, 1979.

O. , E. Zienkiewicz, O. C. Suarez, B. Taylor, and R. L. , A general methodology for deriving shear-constrained Reissner-Mindlin plate elements, International journal for numerical methods in engineering, 1990.

B. , J. L. Dhatt, and G. , Modélisation des structures par éléments finis, 1990.

T. Belytschko, H. Stolarski, and N. Carpenter, A C 0 triangular plate element with one point quadrature, International journal for numerical methods in engineering, pp.787-802, 1984.

H. , E. Owen, and D. R. , Finite element software for plates and shells, p.403, 1984.

M. , H. Harder, and L. , A proposed standard set of problems to test finite element accuracy, Finite elements in analysis and design, pp.3-20, 1985.

S. , H. Belytschko, and T. , Shear and membrane locking in curved C 0 elements, Computer methods in applied mechanics and engineering, pp.279-296, 1983.

S. , H. Belytschko, and T. , Membrane locking and reduced integration forcurved elements, Transactions of the ASME, pp.172-176, 1982.

S. H. Belytschko-t and . Carpenter-n, A simple triangular curved shell element, Engineering computers, pp.210-218, 1984.

B. , K. J. Ho, and L. , A simple and effective element (DKT) for analysis of generalshell structures, Computer and structures, pp.673-681, 1981.

B. , J. L. Dhatt, and G. , Modélisation des structures par éléments finis -Plaques, 1992.

B. K. Dvorkin-e, A four-node plate bending element based on Mindlin Reissner plate theory and mixed interpolation, Int. J. Num. Meth. Eng, vol.21, pp.367-383, 1985.

D. E. Bathe-k, A continuum mechanics based four node shell element for general non-linear analysis, Eng. Comp, vol.1, pp.77-88, 1984.

H. E. Huang-h, A family of quadrilateral Mindlin plate element with substitute shear strain field, Comp. And Struct, vol.23, pp.409-431, 1986.

H. T. and T. R. Tezduyar-t, Finite elements based upon Mindlin plate theory with particular reference to the four node bilinear isoparametric element, J. Appl. Mech, vol.46, pp.587-596, 1981.

M. D. Hughes-t, Mixed finite element methods-reduced and selective integration techniques : a unification of concepts, Comp. Meth. Appl. Mech. Eng, vol.15, pp.63-81, 1978.

O. E. and T. R. Zienkiewicz-o, Consistent formulation of shear constrained Reissner-Mindlin plate elements, Discretization Meth, Structural Mechanics, 1990.

P. E. Hinton-e and . C. Zienkiewicz-o, A study of quadrilateral plate bending elements with reduced integration, J. Appl. Mech, vol.12, pp.1059-1079, 1978.

Z. O. Lefebvre-d, Three field mixed-approximation and the plate bending problem, Com. Appl. Num. Meth, vol.3, pp.301-309, 1987.

Z. O. Too and T. R. , Reduced integration techniques in general analysis of plates and shells, Int. J. Num. Meth. Eng, vol.3, pp.275-290, 1971.

Y. Long, J. Li, Z. Long, and S. Cen, Area coordinates used in quadrilateral elements, Communications in Numerical Methods in Engineering, vol.15, pp.545-593, 1999.
DOI : 10.1002/(sici)1099-0887(199908)15:8<533::aid-cnm265>3.0.co;2-d

M. Brunet and F. Sabourin, Analysis of a rotation-free 4-node shell element, International Journal for Numerical Methods in Engineering, vol.10, issue.9, pp.1483-1510, 2006.
DOI : 10.1002/nme.1608

URL : https://hal.archives-ouvertes.fr/hal-00938287

L. S. Morley, The constant-moment plate-bending element, The Journal of Strain Analysis for Engineering Design, vol.6, issue.1, pp.20-24, 1971.
DOI : 10.1243/03093247V061020

E. Oñate and F. Zarate, Rotation-free triangular plate and shell elements, International Journal for Numerical Methods in Engineering, vol.9, issue.1-3, pp.557-603, 2000.
DOI : 10.1002/(SICI)1097-0207(20000110/30)47:1/3<557::AID-NME784>3.0.CO;2-9

F. Sabourin and M. Brunet, Detailed formulation of the rotation???free triangular element ???S3??? for general purpose shell analysis, Engineering Computations, vol.23, issue.5, pp.469-502, 1983.
DOI : 10.1108/02644400610671090

URL : https://hal.archives-ouvertes.fr/hal-00938294

T. Belytschko, . Wong, . Bl, and H. Chiang, Advances in one-point quadrature shell elements, Computer Methods in Applied Mechanics and Engineering, vol.96, issue.1, pp.93-107, 1992.
DOI : 10.1016/0045-7825(92)90100-X

T. Belytschko and I. Leviathan, Physical stabilization of the 4-node shell element with one point quadrature, Computer Methods in Applied Mechanics and Engineering, vol.113, issue.3-4, pp.321-350, 1994.
DOI : 10.1016/0045-7825(94)90052-3

T. Belytschko, Nonlinear Finite Elements for Continua and Structures, pp.491-497, 2000.

F. Abed-meraim and A. Combescure, SHB8PS??????a new adaptative, assumed-strain continuum mechanics shell element for impact analysis, Computers & Structures, vol.80, issue.9-10, pp.791-803, 2002.
DOI : 10.1016/S0045-7949(02)00047-0

URL : https://hal.archives-ouvertes.fr/hal-00454967

F. Abed-meraim and A. Combescure, An improved assumed strain solid??????shell element formulation with physical stabilization for geometric non-linear applications and elastic??????plastic stability analysis, International Journal for Numerical Methods in Engineering, vol.74, issue.13, pp.1640-1686, 2009.
DOI : 10.1002/nme.2676

URL : https://hal.archives-ouvertes.fr/hal-00656443