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CONTINUUM MECHANICS for ENGINEERS

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FIGURE 9.9<br />

Stress history with an initial discontinuity.<br />

t<br />

⎡dσ12<br />

t′<br />

⎤<br />

γ 12()=<br />

t σoJ()+<br />

t J( t− t′<br />

) ⎢ dt<br />

⎣ dt′<br />

⎥ ′ ∫<br />

⎦<br />

0<br />

(9.5-3)<br />

Upon integrating the integral in this equation by parts and inserting the<br />

assigned limits of integration, the alternative <strong>for</strong>m<br />

()= ()+ ( ′ )<br />

γ t J σ t σ t<br />

12 o 12 12<br />

0<br />

t<br />

∫<br />

(9.5-4)<br />

is obtained where J o = J(0).<br />

In a completely analogous way, we may develop hereditary integrals<br />

expressing stress as the result of arbitrary strains. The basic <strong>for</strong>ms are as<br />

follows:<br />

t<br />

(9.5-5a)<br />

(9.5-5b)<br />

(9.5-5c)<br />

where G o = G(0).<br />

The hereditary integral Eq 9.5-2, derived on the basis of simple shear, is a<br />

special case of the general viscoelastic constitutive equations in hereditary<br />

integral <strong>for</strong>m, as given by the pair below expressed in terms of the distortional<br />

and dilatational responses<br />

( )<br />

( )<br />

⎡dJ<br />

t− t′<br />

⎤<br />

⎢ ⎥ dt′<br />

⎣ dt ( − t′<br />

) ⎦<br />

( )<br />

⎡dγ12<br />

t′<br />

⎤<br />

σ 12()=<br />

t G( t− t′<br />

) ⎢ dt<br />

⎣ dt′<br />

⎥ ′ ∫<br />

⎦<br />

−∞<br />

t<br />

⎡dγ12<br />

t′<br />

⎤<br />

σ12()= t γ oG()+<br />

t G( t− t′<br />

) ⎢ dt<br />

⎣ dt′<br />

⎥ ′ ∫<br />

⎦<br />

12 12 o 12<br />

0<br />

0<br />

t<br />

( )<br />

( )<br />

⎡dG<br />

t− t′<br />

⎤<br />

σ ()= t γ () t G + γ ( t′<br />

) ⎢ ⎥ dt′<br />

∫<br />

⎣ dt ( − t′<br />

) ⎦

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