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This paper presents an shell element based.
A 2D degenerated shell element is also used for verification purposes.
The ultimate bearing capacity is calculated using three-dimensional degenerated curved shell element.
The model uses a four-node nonlinear shell element based on Mindlin/Reissner plate theory.
The enhancements are implemented for the Belytschko Lin Tsay shell element.
For the in-plane discretization, a fourth-order triangular shell element presenting 15 nodes is adopted.
Shell element typology was used in both cases for the global model.
A new improved Inverse Approach for the stamping simulation based on DKTRF shell element is presented.
A Kirchhoff Love shell element is developed on the basis of the isogeometric approach [16].
The formulation of a non-linear 9-node Element-based Lagrangian shell element is presented and natural co-ordinate-based strains are used in present shell element.
The results obtained from the 12-parameter shell element are compared with those obtained from the 7-parameter shell element to bring out the differences.
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