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6.11  Fluid/structure coupling



This section illustrates the use of fevisco Fluid commands.

6.11.1  Summary of theory

One considers fluid structure interaction problems of the form [41]
  s 2 [
M 0
CT Kp
] {
q
p
}+ [
K(s) -C
0 F
] {
q
p
} = {
Fext
0
}     (6.32)
with q the displacements of the structure, p the pressure variations in the fluid and Fext the external load applied to the structure, where
ó
õ
 


WS
ij(u)ij( u) dxÞ qT K q
ó
õ
 


WS
S u. u dxÞ qT M q
1
F
ó
õ
 


WF
Ñ p Ñ p dxÞ pT F p
1
F c2
ó
õ
 


WF
p p dxÞ pT Kp p
ó
õ
 


S
p u.n dxÞ qT C p
    (6.33)

Full order equations for the coupled problem are impractical. One thus considers model reduction for both the solid and fluid parts of the model. Given a reduction basis Ts for the structure, one builds a reduction basis containing fluid modes within the bandwidth of interest and static corrections for the effects of vectors in Ts. Thus the resulting basis for the fluid model is
[Tf] = [f,1:NM [F]-1 [C]T[Ts] ]     (6.34)
Similar equations can of course be developed for applications where the fluid is represented using boundary elements [].

Acoustic stiffness on a loudspeaker

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