random fields in statistics on structure · 2016-02-20 · random fields in statistics on structure...
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Random Fields in Statistics on Structure
Dr.-Ing. Veit BayerWeimar Optimization and Stochastic DaysWOST 7.0, Oktober 2010
2 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Why SoS and what is SoS ?Why: Engineers need to evaluate statistical data on the
structure to locate „hot spots“ of variation as well as investigate correlations
What: A post processor for Statistics on finite element Structures
• Visualization of descriptive statistics on the structure• Visualization of correlations and CoD
between random input and structural results• Identification of spatial dependencies using Random Fields
Key features:• Locate „hot spots“ of variation• Data reduction and smoothing by mesh coarsening and
random field projection• Identification of relevant scatter shapes• Visualization statistics of eroded (failed) elements
3 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Random Field Methods
Measurementson Structure
Process Simulationè Random data
on Structure
Reference (FE-)Structure
Random FieldAnalysis and
Synthesis
Assess robustnessof structures to
spatial randomness
Analyse influence of random input
on spatial scatter
Simulation
Assumedrandom field
model
4 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Random Field Methods
Measurementson Structure
Process Simulationè Random data
on Structure
Reference (FE-)Structure
Random FieldAnalysis and
Synthesis
Assess robustnessof structures to
spatial randomness
Analyse influence of random input
on spatial scatter
Simulation
Assumedrandom field
model
5 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Random Field Methods
• Structural model reduction by mesh coarsening• Data reduction: mapping of data from input model to coarse mesh
by local averaging• Reduction of number of random variables
• Eigenvalue analysis of covariance matrix• Choose random variables of highest variance
given by the eigenvalues• Karhunen – Loève expansion of random field data
(series of deterministic shape functions – eigenvectors –scaled by random amplitudes)
• Mapping of coarse mesh data to original model by interpolation (moving least squares)
• Postprocessing of basic statistics, input – output correlation etc.
Random Field Analysis and Synthesis:
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Random Field MethodsSmoothing effect by mesh coarsening
Original datathickness
Mapped to coarse mesh
Back-transformed
7 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Random Field Methods
• Structural model reduction by mesh coarsening• Data reduction: mapping of data from input model to coarse mesh
by local averaging• Reduction of number of random variables
• Eigenvalue analysis of covariance matrix• Choose random variables of highest variance
given by the eigenvalues• Karhunen – Loève expansion of random field data
(series of deterministic shape functions – eigenvectors –scaled by random amplitudes)
• Mapping of coarse mesh data to original model by interpolation (moving least squares)
• Postprocessing of basic statistics, input – output correlation etc.
Random Field Analysis and Synthesis:
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• Original data: (possibly dependent) random vector X• Eigenvalue decomposition of CXX
• Uncorrelated random variables Y
• Transformation between basic random variables and “real-world”,Analysis: Simulation:
Random Field Methods
X = Y1 + Y2 + Y3 + …
9 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Random Field Methods• Truncation error: variability fraction
• … may be used also as measure of the contribution of one single mode shape
10 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Random Field Methods
• Structural model reduction by mesh coarsening• Data reduction: mapping of data from input model to coarse mesh
by local averaging• Reduction of number of random variables
• Eigenvalue analysis of covariance matrix• Choose random variables of highest variance
given by the eigenvalues• Karhunen – Loève expansion of random field data
(series of deterministic shape functions – eigenvectors –scaled by random amplitudes)
• Mapping of coarse mesh data to original model by interpolation (moving least squares)
• Postprocessing of basic statistics, input – output correlation etc.
Random Field Analysis and Synthesis:
11 © dynardo GmbH, Weimar
SoS Post-processing on FE-meshes
SoSVisualize variation, correlation,identify random field shapes
Export local statisticsand imperfection amplitudes to optiSLang for furtherpost-processing
Process:Import data (multiple simulation runs or measurements)
12 © dynardo GmbH, Weimar
SoS Post-processing on FE-meshesPost-processing modes• Structure and imperfection shapes• Descriptive statistics:
Means,Standard deviations,Ranges,Quantiles,Eroded elements,Single designs and Design differencesetc.
• Correlations & CoDs• Quality Capability Statistics
Export options:• Samples of data at selected
node / element regions• Samples of modal amplitudes
13 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Application Example• Stringer in a car body subject to crash simulation• 55 random inputs: sheet thickness and material parameters (also
of other parts), load parameters (velocity, barrier position etc.)
• Observed result: remaining effective plastic strain
[Will, J.; Frank, T.: Robustness analysis of structural crash load cases at Daimler AG, WOST 5.0, Weimar 2008]
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• Effective plastic strain: Distribution of standard deviation corresponds to observed buckling
• Causes of buckling shall be found:• Which input scatter is responsible for peaks of plastic strain?
Application Example
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Application Example• CoD of effective plastic strain w.r.t. all input variables
• … does not reveal the buckling shape, due to strong non-linearity and multiple inputs
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Application ExamplePost-processing of mode shapes
• Mode 1: contribution ofQi = 96% of total variability
• Mode 2: 1.2%
• Mode 3: 0.8%
• All three: 98%
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Application Example
Further analysis of random amplitude #1 in optiSLang:
Evaluate Metamodel of optimal prognosis
13 variables (out of 55) are found significant
CoP is 86%
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Comparison to New ProcedureFirst mode shape after back-transformation
• First shape covers larger amount of variability
• Higher CoP
• Most significant inputs are similar
• More variables in themetamodel
19 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Conclusions and Outlook• Analysis of random data distributed on a structure
using random field parametric helps toè Locate critical points on the structureè Find the causes of scatter by statistical means.
• SoS 2.3.0 released in summer 2010 offers post-processing with data-based mode shapes.
è Hence you can directly see the spatial influence of scattering inputs on the structure.
è Further analysis in optiSLang (CoI, MoP, CoP) offers further insight for causal analyses.
• Future developments aim at• improving efficiency of the software,• introducing new, more effective parametric for better handling
of small data sets on large structures,• generating imperfect structures by random field sampling,• ... meet customer requests.
20 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Random Field Methods
Measurementson Structure
Process Simulationè Random data
on Structure
Reference (FE-)Structure
Random FieldAnalysis and
Synthesis
Assess robustnessof structures to
spatial randomness
Analyse influence of random input
on spatial scatter
Simulation
Assumedrandom field
model
21 Veit Bayer, WOST 7.0 © dynardo GmbH, Weimar
Conclusions and Outlook• Analysis of random data distributed on a structure
using random field parametric helps toè Locate critical points on the structureè Find the causes of scatter by statistical means.
• SoS 2.3.0 released in summer 2010 offers post-processing with data-based mode shapes.
è Hence you can directly see the spatial influence of scattering inputs on the structure.
è Further analysis in optiSLang (CoI, MoP, CoP) offers further insight for causal analyses.
• Future developments aim at• improving efficiency of the software,• introducing new, more effective parametric for better handling
of small data sets on large structures,• generating imperfect structures by random field sampling,• ... meet customer requests.