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The isotropic elastic strain energy is μ∣e0∣F2+(λ/2+μ/3)(tr⁡e)2, hence positive definite under μ>0, λ+2μ/3>0

Statement

Let e∈Sym⁡(3) with deviatoric part e0=e−tr⁡e3I3 and Lamé parameters λ,μ∈R with μ>0 and λ+2μ3>0 (The small-strain isotropic linear elastic constitutive law and its strain energy). Then

W(e)=μ ∣e0∣F2+(λ2+μ3)(tr⁡e)2 ≥ 0,

and W(e)=0 if and only if e=0. Here ∣A∣F2=tr⁡(ATA) is the squared Frobenius norm (The Euclidean inner product ⟨x,y⟩=∑k<nxkyk on Rn, The trace tr⁡(A) as the sum of the diagonal entries).

Facts & Assumptions

Given: A symmetric 3×3 matrix e and Lamé parameters λ,μ with the stated inequalities.

[F1]

Definitions: W(e)=λ2(tr⁡e)2+μtr⁡(e2), e0=e−tr⁡e3I3, and ∣A∣F2=tr⁡(ATA) is the sum over the entries squared (The small-strain isotropic linear elastic constitutive law and its strain energy, The trace tr⁡(A) as the sum of the diagonal entries, The vector space Mm×n(F):=F m×n of m by n matrices over a field, with entrywise operations).

[F2]

Trace identities: tr⁡ is linear, tr⁡(XY)=tr⁡(YX) for square matrices of equal size, and tr⁡(I3)=3; transposition satisfies (AT)T=A and (A+B)T=AT+BT (Trace is a linear functional on Mn(F), For A∈Mm×n(F) and B∈Mn×m(F), tr⁡(AB)=tr⁡(BA), Rectangular matrix multiplication and the identity matrix In, including zero-sized shapes, The transpose AT of a matrix).

Proof

technique · direct; expand the Frobenius norm of the deviatoric part and compare with $W$
1.1F1F2algebra

Since e is symmetric, eT=e and tr⁡(e2)=tr⁡(eTe)=∣e∣F2. Also tr⁡(e0)=0 because tr⁡ is linear and tr⁡I3=3.

2.1F1F2step 1.1algebra

Expand ∣e0∣F2=tr⁡((e−tr⁡e3I3)2)=tr⁡(e2)−2tr⁡e3tr⁡(e)+(tr⁡e)29tr⁡(I3)=∣e∣F2−23(tr⁡e)2+13(tr⁡e)2=∣e∣F2−13(tr⁡e)2, using linearity of the trace and step 1.1.

3.1F1step 1.1step 2.1algebra

Substituting tr⁡(e2)=∣e∣F2=∣e0∣F2+13(tr⁡e)2 from the preceding steps into [F1] gives W(e)=λ2(tr⁡e)2+μ(∣e0∣F2+13(tr⁡e)2)=μ ∣e0∣F2+(λ2+μ3)(tr⁡e)2.

4.1step 3.1givenalgebra∎

Both coefficients are positive: μ>0, and λ2+μ3=3λ+2μ6=36(λ+2μ3)>0 by hypothesis. Since both summands are nonnegative, W(e)≥0. If W(e)=0, then μ∣e0∣F2=0 and (tr⁡e)2=0; as ∣e0∣F2 is a sum of squares, e0=0, and tr⁡e=0, so e=e0+tr⁡e3I3=0. Conversely W(0)=0.

Remarks

  • The decomposition is the standard deviatoric/volumetric split: W is the sum of a shear term controlled by μ and a volumetric term controlled by the bulk modulus K=λ+2μ3. The hypotheses are exactly the inequalities needed for both coefficients to be positive; they are strictly weaker than requiring λ>0.

  • No stress-strain inversion, no bounds on the stress matrix, and no constitutive interpretation beyond the stated model are asserted. The lemma is a statement about symmetric matrices.

Depends on

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