FabianoRosa
Mechanical
- Dec 29, 2006
- 3
I'm having trouble to define the required thickness of a vertical vessel skirt. I didn't find anything at ASME VIII Div I and the analisys seems to be very complicated without a FEM program.
The stress analisys is easy and can be made considering the bending moment and compressible loads. My problem is to deal with the buckling which seems to be the limitating factor.
Can anybody help me?
Thanks.
The stress analisys is easy and can be made considering the bending moment and compressible loads. My problem is to deal with the buckling which seems to be the limitating factor.
Can anybody help me?
Thanks.