I have an 3D linear model of a structure that is undergoing a steady state harmonic (single frequency) vibration response due to some harmonic forcing. It is a kind of FE model, but the modelling process is not really important.
The resulting time-varying displacement from its rest position of a point on this model is described by 3 phasors in the x, y and z direction.
x = X sin(wt + phix)
y = Y sin(wt + phiy)
z = Z sin(wt + phiz)
So the motion of the point over one cycle is an elipse in 3D space.
Question: Is there any kind of commonly accepted definition for the non-time varying "magnitude" of this vibration? If such a magnitude exists then how would you describe it's phase relative to the motion of some other point on the model?
The only sensible answer I can come up with is that it is possible to calculate the maximum deviation of the point from it's rest position (which you could consider as a "magnitude" of sorts). This does not resolve the phase issue (although this is of secondary importance).
Any other ideas?
Thanks
Mikey
--
Dr Michael F Platten
The resulting time-varying displacement from its rest position of a point on this model is described by 3 phasors in the x, y and z direction.
x = X sin(wt + phix)
y = Y sin(wt + phiy)
z = Z sin(wt + phiz)
So the motion of the point over one cycle is an elipse in 3D space.
Question: Is there any kind of commonly accepted definition for the non-time varying "magnitude" of this vibration? If such a magnitude exists then how would you describe it's phase relative to the motion of some other point on the model?
The only sensible answer I can come up with is that it is possible to calculate the maximum deviation of the point from it's rest position (which you could consider as a "magnitude" of sorts). This does not resolve the phase issue (although this is of secondary importance).
Any other ideas?
Thanks
Mikey
--
Dr Michael F Platten