5. Bibliography#

  1. J.L. Batoz, G.Dhatt, « Modeling of structures by finite elements: beams and plates », Hermès, Paris, 1992.

  2. T.A. Rock, E. Hinton, « A finite element method for the free vibration of plates allowing for transverse shear deformation », Computers and Structures, Vol.6, p.37-44,1976.

  3. T.J.R. HUGHES, R.L. TAYLOR, « The linear triangle bending elements », in*The Mathematics of Finite Element and Application IV*, MAFELAP 1981, Academic Press, London, 1982, p. 127-142.

    1. KOECHLIN, « Membrane-flexure behavior model and perforation criterion for the analysis of thin reinforced concrete structures under soft shock », Paris VI doctoral thesis, 2007.

  5. T.J.R. HUGHES, M. COHEN, M. HAROUN, « Reduced and selective integration techniques in the finite element analysis of plates », Nuclear Engineering and Design, vol. 46 (1978), p. 203-222.

    1. MARKOVIC, « Implantation of a new thick shell finite element (T3GS) in Europlexus », H-T62-2008-00080-FR, February 2008.

  7. R3.07.03 « Plate element: models DKT, DST,, DKTG and Q4G ».

  8. R7.01.31 « Behaviour law of reinforced concrete plates GLRC_DAMAGE ».

  9. V2.03.123 « Straight beam with Rayleigh damping (Elastic behavior) ».

  10. V5.06.108 « Dynamic response of a reinforced concrete slab (Model GLRC_DAMAGE) supported on 4 sides subjected to a concentrated load: elastoplastic regime ».

    1. BELYTSCHKO, I. LEVIATHAN « Physical stabilization of the 4-node shell element with one point quadrature », Comp. Methods Appl. Engrg., vol. 113 (1994), pp. 321-350.

    1. AYAD, G. DHATT, J.L. BATOZ, « A new hybrid-mixed variational approach for Reissner-Mindlin plates. The MiSP model », Int. Mr Numer. Meth. Engng., vol. 42 (1998), pp. 1149-1179.