Dynamics 2 Flashcards
(14 cards)
EOM for a linear undamped oscillating system
m x’’ + k x = 0
EOM for a rotational undamped oscillating system
IG θ’’ + kθ θ = 0
EOM for linear damped oscillating system
m x’’ + c x’ + k x = 0
EOM for linear damped forced oscillating system
m x’’ + c x’ + k x = F(t)
Frequency ratio r
r = ω / ωn
Maximum amplitude response frequency
ωmax = ωn sqrt( 1 - 2ζ2 )
For low damping, basically the same as ωn
Out of Balance Oscillating Excitation Force
Fexi = m’ r ω2 sin(ωt)
Forces for Phasor Diagrams
Inertia: m ω2 x0 (-90 from damping)
Damping: c ω x0 (-90 from spring)
Restoring spring: k x0 (-φ from force)
Force transmitted to ground
FT = k x+ c x’
(Spring and damping, not inertia)
Max Force on Ground
FT,max = x0 sqrt( k2 + (cω)2 )
Stiffness Matrix, K
k1 + k2 -k2
-k2 k2
Mass Matrix, M
m1 0
0 m2
Solving (K - Mω2)x for natural frequencies
Determinant of K - Mω2 = 0
Assumed harmonics solutions to differentiate
x1(t) = x1,0 Sin(ωt - φ1)
Where x is one of the degrees of freedom (can be rotational)