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Elastic Properties of Solids, Part II Topics Discussed in Kittel, Ch
Elastic Properties of Solids, Part II Topics Discussed in Kittel, Ch. 3, pages A lecture found on the internet! To understand this cartoon, you have to be a physicist, but also understand a little about baseball!
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Analysis of Elastic Strains
Ref: L.D.Landau, E.M.Lifshitz, “Theory of Elasticity”, Pergamon Press (59/86) Continuum approximation: good for λ > 30A. Description of deformation (Cartesian coordinates): Displacement vector field u(r). Material point Nearby point = strain tensor = linear strain tensor
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Dilation uik is symmetric → diagonalizable → principal axes such that (no summation over i ) → Fractional volume change Trace of uik
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Stress Total force acting on a volume element inside solid
f force density Newton’s 3rd law → internal forces cancel each other → only forces on surface contribute This is guaranteed if σ stress tensor so that σik ith component of force acting on the surface element normal to the xk axis. Moment on volume element Only forces on surface contribute → (σ is symmetric)
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Elastic Compliance & Stiffness Constants
σ and u are symmetric → they have at most 6 independent components Compact index notations (i , j) → α : (1,1) → 1, (2,2) → 2, (3,3) → 3, (1,2) = (2,1) → 4, (2,3) = (3,2) → 5, (3,1) = (1,3) → 6 Elastic energy density: i , j , k, l = 1,2,3 α , β = 1,2,…,6 21 where elastic stiffness constants elastic modulus tensor uik & uki treated as independent Stress: S α β elastic compliance constants
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Elastic Stiffness Constants for Cubic Crystals
Invariance under reflections xi → –xi C with odd numbers of like indices vanishes Invariance under C3 , i.e., All C i j k l = 0 except for (summation notation suspended):
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where
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Bulk Modulus & Compressibility
Uniform dilation: δ = Tr uik = fractional volume change B = Bulk modulus = 1/κ κ = compressibility See table 3 for values of B & κ .
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Elastic Waves in Cubic Crystals
Newton’s 2nd law: don’t confuse ui with uα → Similarly
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Dispersion Equation → dispersion equation
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Waves in the [100] direction
→ Longitudinal Transverse, degenerate
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Waves in the [110] direction
→ Lonitudinal Transverse Transverse
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Prob 3.10
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