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Solving Problems in Dynamics and Vibrations Using MATLAB ...

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12<br />

For our convenience, put<br />

x = y (1);<br />

.<br />

x = v = y(2);<br />

Equations (2) <strong>and</strong> (3) reduce to<br />

.<br />

y (1) = y (2); (4)<br />

.<br />

y (2) = [(-c/m)*y (2) – (k/m)*y (1)]; (5)<br />

To calculate the value of ‘c’, compare equation (1) with the follow<strong>in</strong>g generalized equation.<br />

..<br />

.<br />

2<br />

x+ 2ξω<br />

n<br />

x+<br />

ω<br />

n<br />

= 0<br />

Equat<strong>in</strong>g the coefficients of the similar terms we have<br />

c<br />

m<br />

= 2ξω<br />

(6)<br />

n<br />

2 k<br />

ω<br />

n<br />

=<br />

(7)<br />

m<br />

Us<strong>in</strong>g the values of ‘m’ <strong>and</strong> ‘k’, calculate the different values of ‘c’ correspond<strong>in</strong>g to each value<br />

of ξ. Once the values of ‘c’ are known, equations (4) <strong>and</strong> (5) can be solved us<strong>in</strong>g <strong>MATLAB</strong>.<br />

The problem should be solved for five cycles. In order to f<strong>in</strong>d the time <strong>in</strong>terval, we first need to<br />

determ<strong>in</strong>e the damped period of the system.<br />

Natural frequency ω n = ( k / m)<br />

= 10 rad/sec.<br />

For ξ = 0.1<br />

Damped natural frequency ω d = ω n 1− ξ 2<br />

= 9.95 rad/sec.<br />

Damped time period T d = 2π/ω d = 0.63 sec.<br />

Therefore for five time cycles the <strong>in</strong>terval should be 5 times the damped time period, i.e., 3.16<br />

sec.

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