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WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

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1188 B.S. Lazarov, J.S. Jensen / International Journal of Non-Linear Mechanics 42 (2007) 1186 –1193<br />

ω<br />

2<br />

1.8<br />

1.6<br />

1.4<br />

1.2<br />

1<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0<br />

0 2 4 6<br />

The time response of qj (t) is assumed to be periodic in the<br />

form of complex Fourier series<br />

qj (t) = <br />

(k−1)/2 Ak,je ikt + (k−1)/2 Āk,je −ikt ,<br />

k<br />

k = 1, 3,..., (9)<br />

where is a dimensionless bookkeeping parameter showing the<br />

order of the amplitude of the motion. By substituting (9) into<br />

(5) and integrating twice with respect to time, the following<br />

expression for the time response of mass j can be obtained:<br />

<br />

uj (t) = A1,j −1 + 2<br />

2 + 3 j 2 2 A1,j Ā1,j + 2i<br />

<br />

e<br />

<br />

it<br />

<br />

+ −A3,j + 2 i<br />

3 A3,j + 1 <br />

9<br />

2<br />

2 A3,j + 1 j <br />

9<br />

2<br />

2 A3 <br />

1,j<br />

× e i3t + c.c. + O( 2 ). (10)<br />

The expression in the above equation is obtained by truncating<br />

the time series and preserving only the first two terms. By<br />

substituting (10) and (9) into (4) and equating to zero the coefficients<br />

in front of e ikt , a system of algebraic equations for<br />

the amplitudes Ak,j can be obtained<br />

<br />

2 <br />

2 − 1 + <br />

2 2 − 1 2 + 2i <br />

(2 − 1 2 <br />

) A1,j<br />

2<br />

+ 3j 2 (2 − 1 2 )A 2 1,j Ā1,j<br />

<br />

+ 1 − 2<br />

<br />

<br />

− 2i<br />

2 <br />

− 3 j+1<br />

(A1,j+1 + A1,j−1)<br />

2 2 A21,j+1Ā1,j+1 <br />

− 3j−1 2<br />

2 A21,j−1Ā1,j−1 = 0,<br />

∞<br />

ω<br />

Re(μ u ) Im(μ u )<br />

2<br />

1.8<br />

1.6<br />

1.4<br />

1.2<br />

1<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

Fig. 2. Dispersion relation for = 1.0 and = 0.1.<br />

(11)<br />

<br />

2<br />

0<br />

0 0.5 1 1.5 2 2.5 3 3.5<br />

<br />

2<br />

2 3<br />

<br />

− 1 + 2 3 − 1 2 + 2i <br />

(2 − 1 2 3 )<br />

<br />

3<br />

<br />

+ 2 2<br />

2 − 1 3<br />

2<br />

<br />

j A 3 1,j +<br />

<br />

1 − 2<br />

2 − 2i<br />

3<br />

<br />

<br />

3<br />

× (A3,j+1 + A3,j−1)<br />

− j+1<br />

2<br />

2 3<br />

A 3 1,j+1 − j−1<br />

2 2 A<br />

3<br />

3 1,j−1<br />

A3,j<br />

= 0, (12)<br />

where 1 = + 1 and 3 = 3. By specifying the amplitudes<br />

for two neighbour masses and, respectively, for the attached<br />

oscillators, a solvable system of equations for the response amplitudes<br />

of the attached oscillators can be obtained. The system<br />

is non-linear and there can be multiple solutions satisfying it in<br />

certain cases. The amplitude of the wave travelling along the<br />

main chain can be obtained by inserting the amplitude of the<br />

attached oscillators into (10).<br />

The wave travelling along the spring–mass chain can also<br />

be investigated by using the wave number multiplied by<br />

the distance between the masses in the main chain u. The<br />

displacements of the masses neighbour to mass j can be<br />

expressed as<br />

uj±1 = <br />

k<br />

Bk,je ± u k e ikt + c.c., (13)<br />

where Bk,j are the coefficients in front of e ikt from Eq. (10).<br />

It can be clearly seen that the solution in the non-linear case<br />

consists of a zero order wave with frequency and additional<br />

high order waves. As the non-linearities are assumed<br />

to be small and the focus is on the filtering properties of<br />

the chain around the linear natural frequency of the attached<br />

oscillators, the contributions to the solution of the harmonics<br />

of order equal to and higher than k = 3 are neglected. Substituting<br />

(13) and (9) into (4), equating the coefficients in front of<br />

e it to zero and solving the resulting equation with respect to<br />

u, the dispersion relation for the non-linear case is obtained in

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