Lecture 7 Forced Vibrations Part 2 Flashcards
What happens to phase as you increase freq in damped forced vibrations
at zero freq, force and displacement are in phase
at high freq the phase tends towards 180 degree completely out of phase
for an undamped system the phase changes suddenly at natural freq
for damped, phase change occur over a broader range of freq
FRF
frequency response function
receptance =
displacement divided by force
mobility =
velocity divided by force
inertance (accelerance)
acceleration divided by force
Displacement FRF graph as w => 0 and w => inf
mag X/F = 1/k as w => 0
mag X/F = 1/ w^2 *m as w = > inf
Velocity FRF graph as w => 0 and w => inf
mag X/F = w/k as w => 0
mag X/F = 1/ w*m as w = > inf
Acceleration FRF graph as w => 0 and w => inf
mag X/F = w^2/k as w => 0
mag X/F = 1/m as w = > inf
Draw a displacement FRF
see book
Draw a velocity FRF
see book
Draw an acceleration FRF
see book
Quality factor
the displacement amplification factor at resonance (Q factor)
Q =
mag @max X dyn / X stat = 1 /2*zeta * sqrt (1-zeta^2)
Q at low damping
Q = 1/2*zeta
amplitude of half power points
Q/ root 2