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Dynamics cheat sheet

my dynamics notes - 12000.org

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4 Steady state solutions to single degree freedom system<br />

4.1 Summary:<br />

( )<br />

my ′′ + cy ′ + ky = Re ˆF e<br />

iϖt<br />

{ }<br />

x = Re ˆXe<br />

iϖt<br />

ˆX = ˆF D (r, ζ)<br />

k<br />

1<br />

D (r, ζ) =<br />

(1 − r 2 ) + 2iζr<br />

{ }<br />

ˆF<br />

x = Re<br />

k |D (r, ζ)| ei(ϖt−θ)<br />

θ = tan −1<br />

2ζr<br />

1 − r 2<br />

4.2 Details<br />

( )<br />

Let load be harmonic and represented in general as Re ˆF e<br />

iϖt<br />

where ˆF is the complex amplitude of the force.<br />

Hence system is represented by<br />

( )<br />

my ′′ + cy ′ + ky = Re ˆF e<br />

iϖt<br />

( ) ˆF<br />

y ′′ + 2ζω n y ′ + ωny 2 = Re<br />

m eiϖt<br />

)<br />

)<br />

)<br />

Let y = Re<br />

(Ŷ e<br />

iϖt<br />

Hence y ′ = Re<br />

(iϖŶ eiϖt , y ′′ = Re<br />

(−ϖ 2 Ŷ e iϖt , therefore the differential equation<br />

becomes<br />

(<br />

Re −ϖ 2 Ŷ e iϖt) (<br />

+ 2ζω n Re iϖŶ eiϖt) + ωn 2 Re<br />

(Ŷ ) ( )<br />

e<br />

iϖt ˆF<br />

= Re<br />

m eiϖt<br />

Dividing numerator and denominator ω 2 n gives<br />

Where r = ϖ ω n<br />

, hence the response is<br />

Therefore, the phase of the response is<br />

y = Re<br />

( )<br />

arg (y) = arg ˆF<br />

( ˆF<br />

−ϖ 2 + 2ζω n iϖ + ωn) 2 Ŷ =<br />

m<br />

ˆF<br />

m<br />

Ŷ =<br />

(−ϖ 2 + 2ζω n iϖ + ωn)<br />

2<br />

Ŷ = ˆF 1<br />

k (1 − r 2 ) + i2ζr<br />

( )<br />

ˆF 1<br />

k (1 − r 2 ) + i2ζr eiϖt<br />

( 2ζr<br />

− tan −1 (1 − r 2 )<br />

20<br />

)<br />

+ ϖt

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