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CONTINUUM MECHANICS for ENGINEERS

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2.33 Show that <strong>for</strong> arbitrary tensors A and B, and arbitrary vectors a and b,<br />

(a) (A ⋅ a) ⋅ (B ⋅ b) = a ⋅ (AT ⋅ B) ⋅ b<br />

(b) b × a = (B – BT ) ⋅ a, if 2bi = εijkBkj (c) a ⋅ A ⋅ b = b ⋅ AT ⋅ a<br />

2.34 Use Eqs 2.4-11 and 2.4-12 as necessary to prove the identities<br />

(a) [Aa, Ab, Ac] = (det A) [a, b, c]<br />

(b) AT ⋅ (Aa × Ab) = (det A) (a × b)<br />

<strong>for</strong> arbitrary vectors a, b, c, and tensor A.<br />

2.35 Let φ = φ (xi) and ψ = ψ(xi) be scalar functions of the coordinates.<br />

1<br />

2<br />

Recall that in the indicial notation φ ,i represents φ and φ ,ii<br />

represents 2 φ. Now apply the divergence theorem, Eq 2.8-1, to the<br />

field φψ, i to obtain<br />

( )<br />

∫ ,i i<br />

i ,i ,ii<br />

S ∫ , +<br />

V<br />

φψ ndS= φ ψ φψ dV<br />

Transcribe this result into symbolic notation as<br />

∫ ∫ ∫<br />

φ ψ φ ∂ψ<br />

2<br />

⋅ ˆndS dS = φ⋅ ψ + φ ψ dV<br />

S ∂n<br />

S V<br />

which is known as Green’s first identity. Show also by the divergence<br />

theorem that<br />

and transcribe into symbolic notation as<br />

which is known as Green’s second identity.<br />

( )<br />

( ,i ,i ) i<br />

,ii − ,ii<br />

S<br />

V<br />

∫ ∫<br />

( )<br />

φψ −ψφ<br />

ndS= φψ ψφ dV<br />

( )<br />

φ ∂ψ<br />

ψ<br />

∂<br />

∂φ<br />

⎛<br />

⎞<br />

2 2<br />

⎜ − ⎟ dS = φ ψ −ψ<br />

φ dV<br />

∫S⎝n ∂n⎠∫V

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