elogesh
Mechanical
- May 10, 2002
- 187
Hai,
I have doubt regarding the optimal design of members for both bending and torsion.
For bending the outer fibres has high stresses as it goes away from netural layer.
For torsion, the central layer has high stresses compared to the outer layers.
How to optimize cross-section based on both bending and torsion,like thumb rules?
It doesn't mean that ,I don't know how to calculate the combined stresses?
I know,How to calculate the combined stresses and comparing with failure criteria(Von-mises for ductile and principal for brittle) for assure for reliabilty.
I heard that open section are good for bending and closed sections are good for torsion? It is true.
Thanks.
With Regards,
LOgesh.E
I have doubt regarding the optimal design of members for both bending and torsion.
For bending the outer fibres has high stresses as it goes away from netural layer.
For torsion, the central layer has high stresses compared to the outer layers.
How to optimize cross-section based on both bending and torsion,like thumb rules?
It doesn't mean that ,I don't know how to calculate the combined stresses?
I know,How to calculate the combined stresses and comparing with failure criteria(Von-mises for ductile and principal for brittle) for assure for reliabilty.
I heard that open section are good for bending and closed sections are good for torsion? It is true.
Thanks.
With Regards,
LOgesh.E