The linear elastic wave equation is . For a shear-horizontal wave, take with no dependence. Its divergence vanishes, and
Rigid fixed boundaries require at . The modes are with , , and
There is no displacement mode with these clamped boundary conditions. For , the phase velocity and group velocity are
The phase velocity decreases from infinity to , while the group velocity increases from zero to ; their product is .
Figure 1.
Dispersion, phase velocity and group velocity of a clamped shear-horizontal waveguide mode
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For a mode of frequency , the appropriate time and cross-sectional average is , per unit transverse width. Its average kinetic energy density is . The only nonzero strains are and , while . Thus the elastic energy density is , whose average is . The dispersion relation proves equality of average kinetic and elastic energies.
For the ray asymptotics of a clamped elastic waveguide mode, expand the localized initial displacement in transverse sine modes and Fourier transform in . For a displacement released from rest, each mode evolves with . At the oscillatory phases are . If , one phase has a stationary point with
The stationary phase method gives a generic oscillatory amplitude proportional to for each contributing mode. If the initial Fourier coefficient vanishes at the stationary point, that mode can decay faster; smooth localized data make the modal sum well behaved. If , there is no stationary point. Repeated integration by parts gives rapid decay for smooth rapidly decaying data; for initially compactly supported displacement, finite propagation speed makes the displacement on that ray exactly zero after a sufficiently long time. These are the requested subsonic and super-shear-speed regimes.