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WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

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1614 J. S. JENSEN<br />

h<br />

2h<br />

Α<br />

fcos Ωt<br />

Figure 4. An unsupported 2-D elastic body (plane stress) subjected to a harmonic load.<br />

error is measured as<br />

<br />

1 N<br />

error =<br />

N<br />

i=1<br />

2 bi − (bi)ref<br />

(bi)ref<br />

in which the reference values have been computed with 100 significant digits in the computations.<br />

Figure 3 reveals a close to direct relation between the choice of numerical precision and log(error)<br />

of the bi coefficients. For this specific system and choice of parameters the high-order expansion<br />

(N = 7) leads to a significant error also for computations with standard double-precision variables<br />

(16 significant digits). If quad precision variables (32 significant digits) are used, the error is seen<br />

to be reduced to a sufficiently small level.<br />

2.4. Numerical example: 2-D forced vibration<br />

The second example demonstrates the numerical scheme for a structure with many degrees of<br />

freedom. An unsupported 2-D elastic body (Figure 4) is subjected to a harmonic load in the<br />

middle point of the lower boundary and the response is computed in the middle point A of the<br />

upper boundary. The following material parameters are used for the elastic body:<br />

E = 1, = 1, = 0.3<br />

with a plane stress model and unit thickness. A Rayleigh damping model is assumed so that the<br />

damping matrix C is a linear combination of the mass- and the stiffness-matrices:<br />

(34)<br />

C = M + K (35)<br />

with damping coefficients = 0.5 and = 0.005.<br />

The body is discretized with 40 × 20 bi-linear quadratic elements and the size of the body<br />

is normalized so that the total mass is unity. All computations are carried out with standard<br />

double-precision numerics.<br />

The response ln(u Aū A) is plotted in Figure 5 versus the excitation frequency . The expansion<br />

frequency is 0 = 1. As reference, the direct solution is computed for a high number of frequencies<br />

and shown with a thick solid line. As appears from the figure an accurate approximation of the<br />

response is obtained in the frequency range from ≈ 0.7 to1.3 if a sufficient number of expansion<br />

terms are included (N = 9). However, if N is chosen larger than 9, the accuracy can be shown<br />

Copyright q 2007 John Wiley & Sons, Ltd. Int. J. Numer. Meth. Engng 2007; 72:1605–1630<br />

DOI: 10.1002/nme

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