When the deformation of the element is less than the critical value, the dynamic equilibrium equation is obtained by using the first constitutive relation; When the deformation of the element exceeds the critical value, the constitutive relation of the element changes irreversibly, the dynamic equilibrium equation is obtained by using the second constitutive relation. That is, the dynamic equilibrium equation of the element will change with the increment step. In the dynamic explicit step, is Abaqus' own solution algorithm suitable for this situation?