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Posted:
7 years ago
Sep 20, 2017, 6:35 p.m. EDT
I don't understand what a "boundary phase load" is.
You seem to be mixing up phasors and time-dependent quantities. Using a complex number as a load in a structural mechanics problem makes no sense. If you have only sinusoidally dependent loads at the same frequency (and you have no interest in the initial transient response) you should be using frequency dependent analysis.
D.W. Greve
DWGreve Consulting
1. I don't understand what a "boundary phase load" is.
2. You seem to be mixing up phasors and time-dependent quantities. Using a complex number as a load in a structural mechanics problem makes no sense. If you have only sinusoidally dependent loads at the same frequency (and you have no interest in the initial transient response) you should be using frequency dependent analysis.
D.W. Greve
DWGreve Consulting
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Posted:
7 years ago
Sep 21, 2017, 12:34 p.m. EDT
Thank you for your reply Mr. D Greve ,
I am doing a transverse vibration of plate ..I corrected my load and now i am using cosine function of the load. The frequency i applied is 95% reasonance frequency. Still i am not getting plot correctly ....
Geometry: circular plate all end are clamped
Load : F=Fo coswt(In z direction load distributed in centre small area of radius less than plate radius)
a/h=radius of plate to thickness of plate<80
I am using general solid mechanics interface for this study.
Thank you for your reply Mr. D Greve ,
I am doing a transverse vibration of plate ..I corrected my load and now i am using cosine function of the load. The frequency i applied is 95% reasonance frequency. Still i am not getting plot correctly ....
Geometry: circular plate all end are clamped
Load : F=Fo coswt(In z direction load distributed in centre small area of radius less than plate radius)
a/h=radius of plate to thickness of plate