Consider two types of monochromatic plane waves propagating in the x direction
in a uniform medium: (a) P wave in which ux = A sin(ωt − kx), (b) S wave with
displacements in the y direction, i.e., uy = A sin(ωt − kx). For each case, derive
expressions for the non-zero components of the stress tensor. Refer to (2.17) to get
the components of the strain tensor; then use (2.30) to obtain the stress components.
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