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Homogenization of 2D structures

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Title: Homogenization of 2D structures


1
Homogenization of 2D structures
y
Ly
x
Zy
Zx
Lx
2
Wavenumber Spectrum for 2D structures
3
Decomposition in 2D structures
4
Coincidence in Pass-Bands
Mean square structural response as function of
forcing wavenumber and frequency
R
?L/c13. Pass-band
?L10. Pairs of resonances
5
Subsonic Force Subsonic Plate
Mp cp/c .8 ?L/c 40 ?L 79.
Spectrum
Graphical view
forcing ?L
free plate
?L
radiation
Pressure versus angle
2?
Mp0.7
Mp0.8
Mp0.9
6
Sonic Zones
Subsonic forcing
Free plate dispersion curve
Supersonic forcing
Subsonic plate
Supersonic plate
7
Dispersion Relation, Plate with Masses
stop-bands
pass-bands
8
Approximate vs. ExactHeavy Fluid
Pressure harmonics magnitudes pP -/P versus
frequency. Structural characteristics ?L/?s
80 cs/ c .8 ?0.6 Z/?sL .5 i kL 2.75.
Second harmonic turns on at kL4.01. Solid line
exact solution gray approximation by 1
global interval dash approximation by 3 global
intervals.
9
Approximate vs. ExactLight Fluid
Pressure harmonics magnitudes pP -/P versus
frequency. Structural characteristics ?L/?s 7
cs/ c .8 ?0.6 Z/?sL .5 i kL 2.75. Second
harmonic turns on at kL4.01. Solid line
exact solution gray approximation by 1 global
interval dash approximation by 3 global
intervals.
10
Approximate vs. ExactRadiating Mode
Displacement magnitude w?c??/P and real part of
the global pressure pP -/P versus frequency.
Structural characteristics ?s/?L.1 cs/ c
.67 ?0.6 m/?sL2.5 (mass impedance case).
Second harmonic turns on at kL4.01. Full
exact dashed approximation.
11
Approximate vs. ExactFirst Radiating Mode
Pressure and displacement magnitudes pP -/P ,
w?c??/P of propagating harmonics versus
frequency. Structural characteristics ?s/?L.1
cs/ c .67 ?0.6 m/?sL2.5. Second harmonic
turns on at kL4.01. Solid line exact
solution gray approximation by 1 global
interval dash approximation by 3 global
intervals.
12
Summary Fluid-Loaded Infinite Structures
  • The wavenumber filtering procedure was applied to
    a fluid loaded structure. A closed system was
    constructed, which provides solution in a given
    wavenumber range.
  • The approximate and exact solutions for fluid
    loading were compared for a scattering problem.
    Excellent results were achieved.
  • Future goals enhancement of approximation
    method, 3-D realization, beam and plate
    homogenization, numerical implementations.

13
Local-Global Relationship
For local solution outside the interval
For global solution in the interval, in
particular, at
The difference gives
14
Global Equation
It can be shown that following equation governs
the global part of the solution. In wavenumber
space
On the left hand side global smooth
operator. On the right hand side new modified
forcing, confined in the global wavenumber
interval. Solution to this equation will be
confined in the global interval AND recover exact
displacements at discontinuities.
15
Numerical Sequence
Problem A Modified forcing, global operator, no
discontinuities.
Problem B Special forcing, original operator,
no discontinuities.
Problem A provides exact displacements at
discontinuities. Problem B recovers full global
spectrum.
3-Interval global solution with exact
displacements at discontinuities is
16
Example 3
Beam with 8 discontinuities excited at A and B
Directivity, dB scale
17
Example 1
Beam with 5 masses excited at A and pinned
at B.
B
A
Directivity, dB scale
18
Summary Homogenization of Dry Structures
  • Global smooth problems were analyzed for simple
    finite configurations. Uncoupled acoustic
    response was compared in global and exact
    problems.
  • Degree of discretization is significantly (1-2
    orders) lowered in the global problem.
  • Special attention was given to global solutions
    designed to recover discontinuities displacements
    and low wavenumber content. Excellent degree of
    accuracy in model problems was observed for
    relatively high frequencies.
  • Future research 2-D homogenization, shell
    homogenization.

19
Example Constant Pressure Elements
Directivity, dB scale
uncoupled exact LGH method keff used
20
Example constant pressure elements
Directivity, dB scale
uncoupled exact LGH method
21
Example constant pressure elements
Directivity, dB scale
22
Summary Wavenumber Filtering in BEM
  • Homogenization method was applied to the
    numerical solution of a finite-length
    fluid-loaded periodic structure.
  • Considerable computational savings were achieved
    roughly an order of magnitude for a fully
    coupled wet structure and even greater reduction
    for a dry structure.
  • Future research
  • enhanced fluid-loading formulation
  • overcoming wavenumber folding error on finite
    structure
  • extending the method to 2D structures.
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