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Mechanical vibration subject
3. a. Consider the system of Figure 3. If C1 = C2 = C3 = 0, develops the equation of motion and predict the mass and stiffnes
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Answer #1

Given: C1 = C2 = C3 = 0

k_{1}=24N/m,  k2 = 3N/m, k3 = 3N/m ,  m_{1}=9kg, m_{2}=1kg

So this becomes an undamped free vibration.

K,- 240lm ли г) 1 akg Kzz3N/m ум п, 7 Кузлар 1 ка Е 1х, —Y, ох,6) The free body diogram zi (0) к(4-X1) Ке 44 x, لیا

m_{1}\ddot{x}_{1}=-k_{1}x_{1}+k_{2}(x_{2}-x_{1})

m_{2}\ddot{x}_{2}=-k_{3}x_{2}-k_{2}(x_{2}-x_{1})

The equations of motion for the two masses can be written as

m_{1}\ddot{x}_{1}+(k_{1}+k_{2})x_{1}-k_{2}x_{2}=0

m_{2}\ddot{x}_{2}+(k_{2}+k_{3})x_{2}-k_{2}x_{1}=0

We assume that the motions x1 and x2 are periodic harmonic motions of the form,

x_{1}=X_{1}sin(\omega _{n}t+\phi )

x_{2}=X_{2}sin(\omega _{n}t+\phi )

where X1 and X2 are amplitudes of the vibration and \omega _{n} is the natural frequency.

Substituting for x1 and x2 in the equations of motion we get,

X_{1}(k_{1}+k_{2}-m_{1}\omega _{n}^{2})-X_{2}k_{2}=0

-X_{1}k_{2}+X_{2}(k_{3}+k_{2}-m_{2}\omega _{n}^{2})=0

This can be written as

\begin{vmatrix} k_{1}+k_{2}-m_{1}\omega _{n}^{2} & -k_{2}\\ -k_{2} & k_{3}+k_{2}-m_{2}\omega _{n}^{2} \end{vmatrix}=0

Expanding this matrix this we get,

\omega _{n}^{4}-(\frac{k_{2}+k_{3}}{m_{2}}+\frac{k_{1}+k_{2}}{m_{1}})\omega _{n}^{2}+\frac{k_{1}k_{3}+k_{1}k_{2}+k_{2}k_{3}}{m_{1}m_{2}}=0

\frac{k_{2}+k_{3}}{m_{2}}+\frac{k_{1}+k_{2}}{m_{1}}=\frac{3+3}{1}+\frac{24+3}{9}=6+3=9 ,  

\frac{k_{1}k_{3}+k_{1}k_{2}+k_{2}k_{3}}{m_{1}m_{2}}=\frac{24*3+24*3+3*3}{9*1}=17

Substitute  y=\omega _{n}^{2} so it becomes a quadratic equation in y

y^{2}-9y+17=0

y_{1,2}=\frac{9\pm \sqrt{9^{2}-4*1*17}}{2*1}=6.3,2.69

y_{1}=\omega _{n1}^{2}=6.30,   y_{2}=\omega _{n2}^{2}=2.69

The natural frequencies \omega _{n1} and \omega _{n2} are,

\omega _{n1}=\sqrt{6.3}=2.5Hz,   \omega _{n2}=\sqrt{2.69}=1.64Hz

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