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Coupling at the<br />

Interfaces (7)<br />

⎧<br />

T<br />

⎪MU<br />

1 1,link<br />

−C1<br />

Λ= 0<br />

⎪<br />

T<br />

⎨MU<br />

<br />

2 2,link<br />

−C2Λ=<br />

0<br />

⎪ ∆ t ∆ t<br />

⎪− CU − CU = CU + CU<br />

⎩ 2 2<br />

1 1,link 2 2,link 1 1,free 2 2,free<br />

• By condensing on the Lagrange multipliers one obtains formally:<br />

1 T<br />

U<br />

−<br />

1,link<br />

= M1 C1<br />

Λ<br />

1 T<br />

U<br />

−<br />

2,link<br />

= M2 C2<br />

Λ<br />

∆t<br />

∆t<br />

− CM C Λ− CM<br />

2 2<br />

C Λ = CU<br />

+ CU<br />

• By posing:<br />

−1 T<br />

−1<br />

T<br />

1 1 1 2 2 2 1 1,free 2 2,free<br />

∆t<br />

−1 T<br />

−1<br />

T<br />

H ( C1M1 C1 + C2M2 C2<br />

)<br />

2<br />

d CU<br />

+ C U<br />

1 1,free 2 2,free<br />

one obtains the linear system: HΛ=<br />

d<br />

(Steklov-Poincaré operator)<br />

which upon solution yields the Lagrange multipliers<br />

the link accelerations<br />

i,link<br />

Λ<br />

, then<br />

115<br />

U 116<br />

Coupling at the Interfaces (8)<br />

Summarizing, the problem may be written in matrix form:<br />

• First, solve the problem<br />

without links (free).<br />

Symbolically:<br />

⎡M1 0 0⎤⎡U<br />

⎤<br />

1,free ⎡F1⎤<br />

⎢<br />

0 M<br />

2<br />

0<br />

⎥⎢<br />

U<br />

⎥ ⎢<br />

2,free<br />

F<br />

⎥<br />

⎢ ⎥⎢<br />

⎥ =<br />

⎢<br />

2<br />

⎥<br />

⎢⎣ 0 0 0⎥⎦ ⎢ 0 ⎥<br />

⎣ ⎦<br />

⎢⎣ 0 ⎥⎦<br />

Standard<br />

problem! Use<br />

single-domain<br />

operators.<br />

• Then, solve the problem with links (link). Symbolically:<br />

T<br />

⎡M1 0 −C ⎤⎡<br />

1<br />

U<br />

⎤<br />

1,link<br />

⎡ 0 ⎤<br />

∆t<br />

⎢ T ⎥⎢ ⎥ ⎢ ⎥<br />

0 M2 − C2 U<br />

2,link<br />

0<br />

2<br />

⎢ ⎥⎢<br />

⎥ =<br />

⎢ ⎥<br />

⎢−C1 −C2 0 ⎥⎢<br />

Λ ⎥ ⎢CU<br />

⎣ 1 1,free<br />

+ CU<br />

⎥<br />

⎣ ⎦⎣ ⎦<br />

2 2,free⎦<br />

Thanks to diagonal<br />

mass matrix, the<br />

problem with links is<br />

confined only to the<br />

interfaces!<br />

58

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