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Download full text - ELSA - Europa

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Time integration (3)<br />

Some pseudo-viscosity is needed to stabilize solution at shock fronts:<br />

⎧⎪<br />

ρ ∇⋅ − ∇⋅ ∇⋅ <<br />

q′ = ⎨<br />

⎪⎩ 0 for ( ∇⋅v) ≥0<br />

2 2<br />

[ Cl<br />

Q<br />

( v) Cla<br />

L<br />

( v)] for ( v) 0<br />

C , C quadratic and linear coefficient<br />

Q<br />

L<br />

l characteristic length of the element<br />

p<br />

q=<br />

min ( q′ , )<br />

2<br />

a dilatational wave speed<br />

4. Former expression may be approximated to the first order by:<br />

( ρiV ) −( ρiV )<br />

n V −V<br />

=− ( p+<br />

q)<br />

∆t<br />

∆t<br />

L n L n<br />

L n n<br />

5. By noting that ( ρV) = ( ρV)<br />

= M we obtain for the internal energy:<br />

i = i − ( p+<br />

q)<br />

L n n<br />

L<br />

V −V<br />

n<br />

M<br />

n<br />

17<br />

Time integration (4)<br />

L<br />

6. The obtained i is just a first guess since the pressure changes over<br />

the step and must satisfy the state equation!<br />

7. Obtain L-value implicitly by iterating the following expressions<br />

(just one or two iterations are usually sufficient):<br />

p L = f( ρ<br />

L , i<br />

L ) f suitable state equation<br />

n L L n<br />

L n p + p n V −V<br />

i = i − ( + q )<br />

n<br />

2 M<br />

8. Compute true end-of-step configuration:<br />

x = x +∆t⋅w<br />

n+ 1 n n+<br />

1/2<br />

9. New volume:<br />

n 1<br />

V +<br />

18<br />

9

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