In this paper, a correlation between simulation and a full crash test is presented. In order to achieve good agreement in the correlation, several Abaqus analysis techniques are evaluated. First of all, the soil mesh undergoes important distortion, so we need to go beyond the regular Lagrangian mesh and evaluate other approaches such as Arbitrary Lagrangian-Eleurian (ALE) and Coupled Eulerian-Lagrangian (CEL). Secondly, an implicit-explicit scheme is necessary in order to take into account the bolt-preloading, which has proven to be critical in the overall behavior of the system. Finally, subcycling is adopted in order not to penalize the global time increment due to the detailed bolt assemblies.
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