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- W66503615 abstract "The new strain-displacement relationship of the shell is accounted for in the finite element formulation. The finite element formulation of an improved 9-node shell element is presented for the solution of geometrically nonlinear problems of isotropic and laminated composite plates and shells. The effect of new additional terms between the bending strain and displacement has been investigated in the torsion problem. Natural co-ordinate-based strains, stresses and constitutive equations are used throughout the Element-based Lagrangian formulation of the present shell element. The element is free of both membrane and shear locking behavior by using the assumed natural strain method. The arc-length control method is used to trace complex load-displacement paths. Several numerical examples are presented and discussed in order to investigate the capabilities of the present shell element. The results showed very good agreement." @default.
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- W66503615 date "2004-01-01" @default.
- W66503615 modified "2023-09-24" @default.
- W66503615 title "Assumed Natural Strain 9-node Shell Element for Geometrically Nonlinear Analysis of Laminated Composite Plates and Shells" @default.
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