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Uncertainties in fluid-structure interaction simulations. Hester Bijl Aukje de Boer, Alex Loeven, Jeroen Witteveen, Sander van Zuijlen. Faculty of Aerospace Engineering. Some Fluid-Structure Interactions. Flexible wing motion simulation. Flow: CFD.
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Uncertainties in fluid-structure interaction simulations Hester Bijl Aukje de Boer, Alex Loeven, Jeroen Witteveen, Sander van Zuijlen Faculty of Aerospace Engineering
Flexible wing motion simulation Flow: CFD Damped flutter computation for the AGARD 445.6 wing Structure: FEM
Transonic flow over NACA0012 airfoil with uncertain Mach number Mach number M on the surface? Uncertainty: • Min • Lognormal • Mean = 0.8 • CV = 1%
Large effect uncertainty due to sensitive shock wave location Robust approximation Adaptive Stochastic Finite Elements ASFE Original global polynomial
Polynomial Chaos uncertainty quantification framework selected • Probabilistic description uncertainty • Global polynomial approximation response • Weighted by input probability density • More efficient than Monte Carlo simulation • No relation with “chaos”
Polynomial Chaos expansion Polynomial expansion in probability space in terms of random variables and deterministic coefficients: u(x,t,ω) = Σ ui(x,t)Pi(a(ω)) u(x,t,ω) uncertain variable ω in probability space Ω ui(x,t) deterministic coefficient Pi(a) polynomial a(ω) uncertain input parameter p polynomial chaos order p i=0
Robust uncertainty quantification needed Singularities encountered in practice: • Shock waves in supersonic flow • Bifurcation phenomena in fluid-structure interaction Singularities are of interest: • Highly sensitive to input uncertainty • Oscillatory or unphysical predictions shock NACA0012 at M=0.8
Adaptive Stochastic Finite Elements approach for more robustness • Multi-element approach: Piecewise polynomial approximation response • Quadrature approximation in the elements: Non-intrusive approach based on deterministic solver • Adaptively refining elements: Capturing singularities effectively
Adaptive Stochastic Finite Element formulation Probability space subdivided in elements For example for stochastic moment μk’: μk’ = ∫ x(ω)kdω = ∑ ∫ x(ω)kdω Quadrature approximation in elements: μk’ ≈ ∑ ∑ cjxi,jk NΩ i=1 Ω Ωi NΩ # stochastic elements Ns # samples in element cj quadrature coefficients NΩ Ns i=1 j=1
Based on Newton-Cotes quadrature in simplex elements • Newton-Cotes quadrature: midpoint rule, trapezoid rule, Simpson’s rule, … • Simplex elements: line element, triangle, tetrahedron, …
Lower number of deterministic solves Due to location of the Newton-Cotes quadrature points: • Samples used in approximating response in multiple elements • Samples reused in successive refinement steps Example: refinement quadratic element with 3 uncertain parameters Standard 54 deterministic solves Newton-Cotes <5 deterministic solves
Adaptive refinement elements captures singularities Refinement measure: • Curvature response surface weighted by probability density • Largest absolute eigenvalue of the Hessian in element
Monotonicity and optima of the samples preserved Polynomial approximation with maximum in element: • Element subdivided in subelements • Piecewise linear approximation of the response • Without additional solves
Numerical results • One-dimensional piston problem • Pitching airfoil stall flutter • Transonic flow over NACA0012 airfoil
1. One-dimensional piston problem Mass flow m at sensor location? Uncertainties: • upiston • ppre • Lognormal • Mean = 1 • CV = 10%
Oscillatory and unphysical predictions in global polynomial approximation Discontinuity in response due to shock wave ASFE Global polynomial uncertain upiston
Discontinuity captured by adaptive grid refinement Monotone approximation of discontinuity 2 elements 10 elements uncertain upiston and ppre
Mass flow highly sensitive to input uncertainty Input coefficient of variation: 10% Output coefficient of variation: 184% 50 elements 100 elements uncertain upiston and ppre
2. Pitching airfoil stall flutter Pitch angle ? Uncertainty: • Fext • Lognormal • Mean = 0.002 • CV = 10%
Discontinuous derivative due to bifurcation behavior Accurately resolved by Adaptive Stochastic Finite Elements ASFE Global polynomial
Conclusion Adaptive Stochastic Finite Element method allows robust uncertainty quantification, ex. - bifurcation in FSI - shock wave in supersonic flow