A simple quadrilateral shell element

1972

Zienkiewicz, 1971

Zienkiewicz, 1971

Irons, 1975, The evolution of the isoparametric element, Vol. 1, D.1

1975

Zienkiewicz, 1971, Reduced integration technique in general analysis of plates and shells, Int. J. Numer Meth. Engng, 3, 275, 10.1002/nme.1620030211

Russell, 1953, An improved electrical analogy for the analysis of beams in bending, J. Appl. Mech., 10.1115/1.4010704

Turner, 1956, Stiffness and deflection analysis of complex structures, J. Aero. Sci., 23, 805, 10.2514/8.3664

Turner, 1956, Stiffness and deflection analysis of complex structures, J. Aero. Sci., 23, 854, 10.2514/8.3664

Pian, 1964, Derivation of element of stiffness matrices by assumed stress distributions, AIAA J., 2, 1333, 10.2514/3.2546

Wilson, 1973, Incompatible displacement models

Martin, 1966, On the derivation of stiffness matrices for the analysis of large deflection and stability problems, University of Washington, Department of Aeronautics and Astronautics, Report 66-4

Marcal, 1969, Finite element analysis of combined problems of material and geometric behaviour, 133

Scordelis, 1969, Computer analysis of cylindrial shells, J. Am. Conc. Inst., G1, 539

Sander, 1975, Delinquent finite elements for shell idealization, Vol. II, 2.1

Clough, 1965, Finite element stiffness matrices for analysis of plate bending

M. D. Olson, G. M. Lindberg, Vibration analysis of cantilevered curved plates using a new cylindrical shell finite element, AFFDL Report AFFDL-TR-68-150, pp. 247–269.

Olson, 1971, Dynamic analysis of shallow shells with a doubly-curved triangular finite element, J. Sound Vib., 9, 299, 10.1016/0022-460X(71)90691-2

McCormick, 1976