random fields: theory and applications · 2016. 2. 20. · • important random field variables can...
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Random Fields: Theory and Applications
Dr.-Ing. Veit Bayer (dynardo GmbH)Dr.-Ing. Johannes Einzinger (ANSYS Germany)Dr.-Ing. Dirk Roos (dynardo GmbH)
Weimarer Optimierungs- und Stochastik- TageWOST 6.0, November 2009
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What is a Random Field?• Random variation of any measureable property
(e.g., geometry, material, load, ...) over space. • The spatial domain is defined by the observed structure.• A property takes random values at each point on the structure.
Values at different locations may be correlated.
(Example: random realizations of a cylinder)
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Application ExamplesAxial Turbomachine: Robustness evaluation after optimization• Random geometry, material and operation parameters• Imperfect surface of turbine blade modeled as random field• Robustness analysis controlled by optiSLang,
fluid-structure simulation by ANSYS Workbench
(FE model of axial turbine) (Realization of random surface)
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Application ExamplesKnuckle with manufacturing tolerances: Robustness evaluation for brake squeal
(By courtesy of Daimler AG)
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Application ExamplesRobustness Evaluation with Random Fields
Statistics of measurements:means, covariance matrix
X1
X2
Simulate random parameters
Generate set of random specimen,replace in FE assembly to compute
Post-process results
Model preparation: - map measurement points to structure- define variable surface nodes
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Theoretical BasicsWhat is a random field?• A random function, defined on a structure, which takes random
values at any location. One outcome is called realization, the set of all realizations is called ensemble.
• Stochastic properties at each point are defined by stochastic moments (mean, standard deviation …) and distribution type.
• Dependency between different locations is defined by the correlation function.
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Theoretical Basics• Assuming Normal distribution throughout the structure, the
random field is mathematically described completely by• mean function
• correlation function
< or, covariance function
> < or, correlation coefficient function
>
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Theoretical BasicsThe correlation coefficient function is a function of the distance
between two points. It is characterized by the correlation length
The correlation function must be positive semi-definite. Examples:Exponential, triangular.
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Theoretical BasicsSpecial cases:• Normal distribution type: the random field is characterized
completely by mean and covariance function• Homogeneity: same stochastic properties at any point throughout
the structure• Isotropy: correlation depends on the distance between two points,
not the direction• Zero means: correlation function and covariance function are
identical
x1 x1
x2x2
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SimulationDiscretization of a random field• At the nodes of the structure model,
e.g. for geometry imperfections, random load distribution, …• At element mid points or integration points,
e.g. for material properties, …
• Discretization yields a finite set of random variables Xi (ri), the mean function reduces to the mean vector, the covariance function becomes the covariance matrix
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SimulationFor simulation, transform dependent random variables X to
independent r.v. Y• Eigenvalue decomposition of CXX
• Simulate
• Transformation between simulated variables and "real-world"
X = Y1 + Y2 + Y3 + …
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SimulationSample mode shapes from a metal forming example
Thickness reduction
Mode shape #1
Mode shape #2
Mode shape #3
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Data ReductionSources of data• Random field model,
discretized at nodes or elements
• Data obtained by simulation of a manufacturing process with random parameters
• Data obtained by measurements
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Data ReductionMesh coarsening:• Number of nodes or elements is reduced,• giving a uniform spread of support points on the structure,• or a mesh which retains mesh topology (relative refinement)
• Data are mapped from original to fine mesh by local averaging• Simulated random field is interpolated by Moving Least Squares
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Data ReductionSmoothing effect by mesh coarsening
Original datathickness
Mapped to coarse mesh
Back-transformed
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Data ReductionTruncation of random field expansion• Eigenvalues are sorted in (usu. strongly) decreasing order• Highest eigenvalues contribute most to total variance
Neglect variables with minor contribution
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Data Reduction• Quality of truncated series: variability fraction
• After mesh reduction: normalize variability to number of data
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Data ReductionEffects of subspace projection
Thickness:original data
Modal base plastic strain:coincident with thickness
Self-projected with 15 mode shapes
Modal base elastic stress: no coincidence with thickness
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Procedure Overview
FE model
Interpolatemoments
Additionalsupports
Correlationmodel
Simulateddata
Coarsemesh
Mapdata
Computestatistics
Definerandomvariables
Assumedmoments
Measureddata
Measurementpoints
Project tostructure
Simulate
Analyse
Post-process
Map tostructure
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Example: Turbine BladeScope of analysis:• Given is the FE model of an
axial turbine blade• Imperfect geometry of the
blade surface is scanned• A random field is modelled by
the statistics of measurements• Random realizations of the
turbine blade are generated by optiSLang and put into
• Fluid-structure simulation with ANSYS Workbench, then
• Robustness post-processing by optiSLang
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Example: Turbine BladeMeasurement of manufacturing tolerances:• Geometry scan at 1500 points on the surface• Measurement points need not be FE model nodes• Realizations of simulated random fields are mapped
on the FE structure
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Example: Turbine Blade• Measurements are taken in the y- and z-direction• Standard deviations and correlations are evaluated• Means of imperfections are assumed zero
x
y
z
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Example: Turbine BladeRandom field model• After decomposition of the
covariance matrix, 18 (9 y-, 9 z-) random amplitudes represent 99 % of the random field variability
Robustness evaluation• 15 random parameters
(material, geometry, operation) are included in the analysis
Which variables have significant influence on the performance of the turbine?
Object: AMPLITUDES_YObject info: 2 2 9 1 0
0.382764141388120.0074965679902850.00519877522136250.0033236367891740.00276139640235760.00199919771897930.00187636535663480.0016475523697930.0013368316745761
Object: AMPLITUDES_ZObject info: 2 2 9 1 0
0.287083430609080.00541863112801510.00369360067819380.0022287850603360.00198742676047010.00152944615712680.00142139404707410.00104114064233110.00092089226898308
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Example: Turbine BladeLatin Hypercube simulation (50 samples), only random field variables:
Mode Y_5 Mode Z_3 Mode Y_8
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Latin Hypercube (50 samples) including random parameters
Example: Turbine Blade
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Example: Turbine BladeLatin Hypercube (50 samples) including random parameters
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Final Remarks• Manufacturing tolerances may have significant influence on the
performance of structures.• Imperfections can be measured.• Important random field variables can be identified by methods of
robustness analysis, even in comparison to other (e.g. CAD, material, operation, …) parameters.
• The expansion by random amplitudes and shape functions allows for interpretation of imperfection shapes.
• Software is available to • analyze data,• model random fields,• simulate random fields,• control the analysis,• post-process results.
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Final RemarksFurther developments• Refine mesh coarsening algorithms• Better support 3D solid structures• Estimate covariances from few data• Handling of big models, big data sets• Implementation into dynardo's software environment
Data,FE-model
Random FieldModeling
Random FieldPostprocessing