elogesh
Mechanical
- May 10, 2002
- 187
Hai,
I have a huge complex part made of cast-iron.
I carried out hydraulic burst test under static conditions.Same loading was simulated using FEM package.
The failure location in the experimental condition is different from that of FE reults(Maximum stress location).
When we relooked into the actual part, the failure location was occuring in the parting line. But in the FE model,the failure was not occuring anywhere around the parting line.
Therefore the query is whether the strength of casted part around the parting is usually weaker? If so How to attack this problem?
With Thanks and Regards,
Loganathan.E
I have a huge complex part made of cast-iron.
I carried out hydraulic burst test under static conditions.Same loading was simulated using FEM package.
The failure location in the experimental condition is different from that of FE reults(Maximum stress location).
When we relooked into the actual part, the failure location was occuring in the parting line. But in the FE model,the failure was not occuring anywhere around the parting line.
Therefore the query is whether the strength of casted part around the parting is usually weaker? If so How to attack this problem?
With Thanks and Regards,
Loganathan.E