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CONTINUUM MECHANICS for ENGINEERS

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<strong>for</strong> an isotropic, incompressible material, show that<br />

8.7 For biaxial loading of a thin vulcanized rubber sheet the strain energy<br />

may be written as<br />

(Rivlin and Saunders, 1951).<br />

a. Use the definitions of invariants I1, I2, and I3 in terms of stretches<br />

λ1, λ2, and λ3 to show<br />

b. Substitute the results from (a) into the strain energy above to<br />

obtain<br />

where<br />

3<br />

3<br />

∂ W ∂ W<br />

λ1 = λ<br />

2<br />

2 2<br />

∂λ ∂λ<br />

∂λ ∂λ<br />

8.8 Consider a material having reference configuration coordinates (R, Θ,<br />

Z) and current configuration coordinates (r, θ, z). Assume a motion<br />

defined by<br />

Determine F iA and B ij in terms of g, g′, and f′.<br />

1<br />

2<br />

W = C ( I −3)+<br />

C ( I −3)+<br />

C I −3<br />

1 1 2 2 3 2<br />

2<br />

1<br />

( )<br />

2 1 1 1<br />

I2−32I I<br />

4 4 4 1 6 2 9<br />

λ λ λ<br />

( ) = + + + − +<br />

1<br />

( ) + −<br />

2<br />

2<br />

−2− w( λ )= C + 2C λ C 6C<br />

λ C λ<br />

1 1 3 1<br />

( 1 2 3)<br />

− C + C −3C<br />

3<br />

( 2 3) 1 +<br />

W = w( )+ w( )+ w<br />

⎛ 1 ⎞<br />

λ1 λ2<br />

⎜ ⎟<br />

⎝ λλ ⎠<br />

r<br />

1 2<br />

R<br />

, θ<br />

= f( Θ)<br />

, z= Z<br />

g Θ<br />

= ( )<br />

2<br />

4<br />

3 1

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