• i' m traying to model an RC beam-column joint in abaqus software by using the explicit solver, my model is composed of two steps :
  • step-1 (for the axial load in the column and it's propagated in the next step for obtained a constant load in step-2),
  • step-2 (for the lateral displacement at beam's end surface wich equal 65 mm).
  • my question is how can i choose the value of the time period for both steps in order to obtain a good results.
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