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WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

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good for low to moderate stiffness contrasts (E0 < 50). Interestingly,<br />

as the material contrast grows to infinity the wave splits up in a forward<br />

and backward travelling wave of equal magnitude.<br />

An external force is generally required to change the material<br />

properties, hence the mechanical energy in the wave is not conserved.<br />

Based on the formulas for the forward and backward travelling<br />

waves in [36] the relative change of mechanical energy<br />

occurring at t ¼ t0 is found as<br />

DEmek<br />

¼ 1<br />

2 ðE0 1Þ; ð6Þ<br />

Emek<br />

E = 1 ρ = 1<br />

E = E0 ρ = 1<br />

t < t 0<br />

t > t 0<br />

t = 0.750 s<br />

t = 0.975 s<br />

Fig. 3. Top: one-dimensional medium with an instant change in the stiffness for<br />

t ¼ t0. Bottom: two snapshots of the wave motion with indication of the<br />

propagation direction.<br />

Amplitude<br />

1<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0<br />

0 1 2 3 4<br />

ln(E0 )<br />

5 6 7 8<br />

Fig. 4. Amplitude of the forward and backward travelling waves versus the stiffness<br />

E0. Comparison between exact (solid lines) and numerical results (discrete<br />

markers).<br />

thus, if the stiffness of the medium is increased (E0 > 1) energy is<br />

supplied to the wave, whereas for E0 < 1 energy is taken out of<br />

the wave. Simulation results show excellent agreement with the<br />

analytical result.<br />

J.S. Jensen / Comput. Methods Appl. Mech. Engrg. 198 (2009) 705–715 707<br />

Fig. 7 shows simulated values for Emek and also Ekin and Epot versus<br />

time for the case of E0 ¼ 3. The instant doubling of the mechanical<br />

energy is noted at the time of instant material property change<br />

– as predicted by (6). Furthermore, oscillations in the kinetic and<br />

potential energy are seen in the short time interval after the material<br />

change for which the forward and backward travelling waves<br />

have a spatial overlap.<br />

Thus, it has been demonstrated that the simple time integration<br />

algorithm produces accurate results in the case of instant material<br />

properties changes, at least in the case of low to moderate stiffness<br />

contrasts.<br />

3.2. Moving material interface<br />

Weekes [35] studied wave propagation in structures with a<br />

moving material interface. Exact results were provided for the<br />

example illustrated in Fig. 5.<br />

Here, the interface between a material with stiffness E ¼ 1 and a<br />

material with stiffness E ¼ E0 moves with constant speed V towards<br />

left. A wave that propagates towards right meets the moving<br />

interface and is partly transmitted and partly reflected at the interface.<br />

It was shown in [35] that the relative amplitudes of the transmitted<br />

wave T and the reflected wave R are independent of the<br />

material interface speed<br />

pffiffiffiffiffi<br />

2<br />

E0 1<br />

T ¼ p ; R ¼ p ; ð7Þ<br />

þ 1 þ 1<br />

ffiffiffiffiffi<br />

E0<br />

ffiffiffiffiffi<br />

E0<br />

which correspond to the known results for transmission and reflection<br />

of waves at an immovable interface.<br />

However, the interface speed V causes a shift in the wavenumber<br />

(or frequency) of the transmitted and reflected waves (Doppler<br />

shift). The relative wavenumber shift of the reflected wave is found<br />

as<br />

Dc<br />

c 0 R<br />

1 þ V<br />

¼ ; ð8Þ<br />

1 V<br />

i.e. the shift depends only on the interface speed. Here, it should be<br />

noted that V is given relative to the wave speed in the material in<br />

which the incoming wave propagates ðc ¼ ffiffiffiffiffiffiffiffi p<br />

E=q ¼ 1Þ. The shift<br />

E = 1 E = E 0<br />

V<br />

t = 0.560 s<br />

t = 0.940 s<br />

Fig. 5. Top: one-dimensional elastic rod with a moving material interface. Bottom:<br />

two snapshots of the wave motion indicating the propagation direction.

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