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[[Category:benchmark]] |
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[[Category:Oberwolfach]] |
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The mesh is shown in <xr id="fig1"/>. |
The mesh is shown in <xr id="fig1"/>. |
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The material is glass with the following properties: |
The material is glass with the following properties: |
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− | The Young modulus is <math>7\times10^{10}\mathrm{N}/\mathrm{m}^2</math>, the density is <math>2490 \mathrm{kg}/\mathrm{m}^3</math>, and the Poisson ratio is <math>0.23</math>. The natural damping is <math>10\%</math>, i.e. <math>\gamma=0.1</math>. |
+ | The [[wikipedia:Young's_modulus|Young modulus]] is <math>7\times10^{10}\mathrm{N}/\mathrm{m}^2</math>, the density is <math>2490 \mathrm{kg}/\mathrm{m}^3</math>, and the [[wikipedia:Poisson's_ratio|Poisson ratio]] is <math>0.23</math>. The natural damping is <math>10\%</math>, i.e. <math>\gamma=0.1</math>. |
The structural boundaries are free (free-free boundary conditions). |
The structural boundaries are free (free-free boundary conditions). |
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The windscreen is subjected to a point force applied on a corner. |
The windscreen is subjected to a point force applied on a corner. |
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The discretized problem has dimension <math>n=22692</math>. |
The discretized problem has dimension <math>n=22692</math>. |
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The goal is to estimate <math>x(\omega)</math> for <math>\omega\in[0.5,200]</math>. |
The goal is to estimate <math>x(\omega)</math> for <math>\omega\in[0.5,200]</math>. |
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− | In order to generate the plots the frequency range was discretized as <math>\{\omega_1,\ldots,\omega_m\} = |
+ | In order to generate the plots, the frequency range was discretized as <math>\{\omega_1,\ldots,\omega_m\} = |
\{0.5j,j=1,\ldots,m\}</math> with <math>m=400</math>. |
\{0.5j,j=1,\ldots,m\}</math> with <math>m=400</math>. |
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Revision as of 15:47, 14 May 2018
Description
This is an example for a model in the frequency domain of the form
where represents a unit point load in one unknown of the state vector.
is a symmetric positive-definite matrix and
where
is symmetric positive semi-definite.
The test problem is a structural model of a car windscreen. [1]
This is a 3D problem discretized with nodes and
linear hexahedral elements (3 layers of
elements).
The mesh is shown in xx--CrossReference--dft--fig1--xx.
The material is glass with the following properties:
The Young modulus is
, the density is
, and the Poisson ratio is
. The natural damping is
, i.e.
.
The structural boundaries are free (free-free boundary conditions).
The windscreen is subjected to a point force applied on a corner.
The goal of the model reduction is the fast evaluation of
.
Model reduction is used as a fast linear solver for a sequence of parametrized linear systems.
The discretized problem has dimension .
The goal is to estimate
for
.
In order to generate the plots, the frequency range was discretized as
with
.
xx--CrossReference--dft--fig1--xx shows the mesh of the car windscreen and xx--CrossReference--dft--fig2--xx the frequency response .
Origin
This benchmark is part of the Oberwolfach Benchmark Collection[2]; No. 38886.
Data
Download matrices in the Matrix Market format:
- windscreen.tar.gz (21.5 MB)
The archive contains files windscreen.K, windscreen.M and windscreen.B representing ,
and
accordingly.
Dimensions
System structure:
with .
System dimensions:
,
,
.
Citation
To cite this benchmark, use the following references:
- For the benchmark itself and its data:
- Oberwolfach Benchmark Collection, Windscreen. hosted at MORwiki - Model Order Reduction Wiki, 2004. http://modelreduction.org/index.php/Windscreen
@MISC{morwiki_windscreen, author = {{Oberwolfach Benchmark Collection}}, title = {Windscreen}, howpublished = {hosted at {MORwiki} -- Model Order Reduction Wiki}, url = {http://modelreduction.org/index.php/Windscreen}, year = 2004 }
- For the background on the benchmark:
@article{Mee, author = {K. Meerbergen}, title = {Fast frequency response computation for Rayleigh damping}, journal = {International Journal for Numerical Methods in Engineering}, volume = 73, number = 1, pages = {96--106}, year = 2007, doi = {10.1002/nme.2058}, }
References
- ↑ K. Meerbergen, Fast frequency response computation for Rayleigh damping, International Journal for Numerical Methods in Engineering, 73(1): 96--106, 2007.
- ↑ J.G. Korvink, E.B. Rudnyi, Oberwolfach Benchmark Collection, In: Dimension Reduction of Large-Scale Systems, Lecture Notes in Computational Science and Engineering, vol 45: 311--315, 2005.