MaxMechanical15
Civil/Environmental
- Aug 9, 2015
- 2
I am wondering what would be the best strategy to model the following case: a crack is propagating in a pipe under the internal pressure due to the fluid contained into it until the pipe fractures.
Can it be modelled
1)using a cosimulation:
With a XFEM crack (Abaqus implicit) on a zone of the pipe with damage traction separation laws>MAXS damage evolution
plus a ductile model ( initiation and evolution) (Abaqus explicit)
Or
2)using a ductile model (initiation + evolution) Abaqus explicit
Plus the element deletion method for the crack
Or
3)does it exist another way to do it ?
Many thanks for your suggestions.
Can it be modelled
1)using a cosimulation:
With a XFEM crack (Abaqus implicit) on a zone of the pipe with damage traction separation laws>MAXS damage evolution
plus a ductile model ( initiation and evolution) (Abaqus explicit)
Or
2)using a ductile model (initiation + evolution) Abaqus explicit
Plus the element deletion method for the crack
Or
3)does it exist another way to do it ?
Many thanks for your suggestions.