Lecture 7 - Elasticity
no motion in the y or z directions Also for a crystal under σ 1 ≡X x stress if there are also stresses σ 2 ≡Y y, σ 3 ≡Z z of just the right magnitude so that e 2 = e 3 = 0 Physics 460 F 2006 Lect 7 16 Elastic Waves • The general form of a displacement pattern is ∆ r( ) = u( ) x + v(y w(z • A traveling wave is described by
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