zjliang
Mechanical
- Aug 23, 2006
- 47
In accordance with the code, if the half apex angle of a cone head or section is greater than 30 deg and without knuckle, special analysis needs to be done to prove the local stress (bending & membrane) is ok.
So is there anyone who did such special analysis based on the beam-on-elastic-foundation theory?
Just a little curious about it.
Thanks,
So is there anyone who did such special analysis based on the beam-on-elastic-foundation theory?
Just a little curious about it.
Thanks,