Modeling damage in abaqus
Modeling damage in abaqus
(OP)
Hi,
Is there any difference between modeling material damage using abaqus/standard +user routine (usdfld) and abaqus/explicit?
thanks in advance
Is there any difference between modeling material damage using abaqus/standard +user routine (usdfld) and abaqus/explicit?
thanks in advance





RE: Modeling damage in abaqus
RE: Modeling damage in abaqus