A simply supported half-symmetric beam is analyzed using beam, shell and solid (8 node brick and 10 node tetrahedral) elements. Linear Example 1 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.
Plate with a hole, *MAT_ENHANCED_COMPOSITE_DAMAGE is used. Linear Example 2 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.
This example shows the usage of *CONSTRAINED_INTERPOLATION. Linear Examples 3 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.
Analysis of a plate with a Hole using 8-point enhanced strain solid (elform 18). Linear Example 4 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.
Analysis of a plate with a Hole using fully integrated assumed strain C0 shell (elform 21). Linear Example 5 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.
Analysis of a plate with a Hole using standard 10-node tetrahedral (elform 16). Linear Example 6 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.
This example shows the deformation of a rubber bar to element failure and then complete release of the bar due to additional element failure. Nonlinear Example 1 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.
Crushing of a beer can done using implicit analysis. Nonlinear Example 2 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.
This example is a general combined nonlinear problem with contact, plasticity and failure. Nonlinear Example 3 from A Roadmap to Linear an Nonlinear Implicit Analysis in LS-DYNA by George Laird and Satish Pathy.