Fellow engineers,
I'm sort of a novice in vibration analysis and I now have a request to do a "Dynamic random analysis". The load case conforms to a standardized test, so the loading is well defined with specified PSD-spectra in the x-, y- and z- directions. I have no problem setting up and...
Does anyone have any experience from standards like ASME or similar, etc where linearized stress results are used for dimensioning?
I have no problem understanding the linearized stress query, but how is this result used for dimensioning, and how is it justified?
I recall that it is common...