Users:General FEM Analysis/Elements Reference/Shell NURBS KL
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This element is based on the Phd Thesis of J.Kiendl. The element formulation is well tested for static and dynamic linear and nonlinear analysis. Stresses for nonlinear case need to be corrected.
Example of a Complete Input Block
EL-PROP 1 : SHELL_NURBS_KL MAT= EL-MAT 1 THICKNESS = 1.0 INT_TYPE_SHELL_NURBS_KL = USER !or FULL GAUSS_U = 4 GAUSS_V = 4
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