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CONTINUUM MECHANICS for ENGINEERS

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5.18 Show that one way to express the rate of change of kinetic energy of<br />

the material currently occupying the volume V is by the equation<br />

∫ i i<br />

ij i,j i i<br />

V ∫V<br />

∫S<br />

˙<br />

ˆ<br />

K = ρbvdV − σ v dV + v t<br />

( n)<br />

dS<br />

and give an interpretation of each of the above integrals.<br />

5.19 Consider a contiuum <strong>for</strong> which the stress is σij = –p0δij and which<br />

obeys the heat conduction law qi = –κθ ,i. Show that <strong>for</strong> this medium<br />

the energy equation takes the <strong>for</strong>m<br />

ρ ˙u<br />

= – p 0v i,i – ρr + κ θ ,ii<br />

5.20 If mechanical energy only is considered, the energy balance can be<br />

derived from the equations of motion. Thus, by <strong>for</strong>ming the scalar<br />

product of each term of Eq 5.4-4 with the velocity v i and integrating<br />

the resulting equation term-by-term over the volume V, we obtain the<br />

energy equation. Verify that one <strong>for</strong>m of the result is<br />

1<br />

ρ v v D ρb<br />

v v<br />

2 ⋅<br />

•<br />

( ) + tr( ⋅ )− ⋅ + div ⋅<br />

5.21 If a continuum has the constitutive equation<br />

σ ij = –pδ ij + αD ij + βD ikD kj<br />

where p, α and β are constants, and if the material is incompressible<br />

(D ii = 0), show that<br />

σ ii = – 3p – 2β II D<br />

where IID is the second invariant of the rate of de<strong>for</strong>mation tensor.<br />

5.22 Starting with Eq 5.12-2 <strong>for</strong> isotropic elastic behavior, show that<br />

σ ii = (3λ + 2µ)ε ii<br />

and, using this result, deduce that<br />

ε<br />

ij<br />

µ σ<br />

λ<br />

λ µ δσ<br />

⎛<br />

1 ⎜ = ⎜ −<br />

2 ⎜ 3 + 2<br />

⎝<br />

ij ij<br />

⎞<br />

⎟<br />

kk<br />

⎟<br />

⎠<br />

( )<br />

5.23 For a Newtonian fluid, the constitutive equation is given by<br />

= 0

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