morris9791
Mechanical
- Feb 7, 2008
- 99
Dear Experts,
We have certain design criteria that certain components must adhere to e.g. No structural failure and some small localised yielding acceptable, other components no yielding allowed etc.
When it comes to fatigue however, if one comes across some localised yielding, can this be acceptable in fatigue analysis or must all stresses be below yield before even considering such an analysis?
We use the strain life approach which I understand accounts for local plasticity (Neuber method).
Thanks
Ed
We have certain design criteria that certain components must adhere to e.g. No structural failure and some small localised yielding acceptable, other components no yielding allowed etc.
When it comes to fatigue however, if one comes across some localised yielding, can this be acceptable in fatigue analysis or must all stresses be below yield before even considering such an analysis?
We use the strain life approach which I understand accounts for local plasticity (Neuber method).
Thanks
Ed