Do you mean an initial axial stress in the column before impact? --len
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The simplest methods is to apply the axial load via *LOAD_NODE or *LOAD_SEGMENT as a ramp in time and allow some time for the loading to approach equilibrium before the impact.
Have a look at the keyword *CONTROL_DYNAMIC_RELAXATION. This will allow you to apply a preload before the impact with a convergence criterion.
--len