Based on a total Lagrangian approach, the shell element formulation develop
ed by two of the authors is extended to non-linear field. The proposed shel
l element belongs to the degenerated 3D type, with a Mindlin-Reissner appro
ach and five effective degrees of freedom per node. A detailed description
of the geometry and kinematics characterisation of the element, as well as
of the stress-strain relationship is presented. Numerical testing of the no
n-linear model indicates excellent performance of the proposed finite eleme
nt shell, both in simulating large displacement and rotations, and in the b
uckling analysis of some classical test examples, e.g., cylinder and sphere
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