aero structural wing design optimization using high
play

AERO-STRUCTURAL WING DESIGN OPTIMIZATION USING HIGH-FIDELITY - PowerPoint PPT Presentation

AERO-STRUCTURAL WING DESIGN OPTIMIZATION USING HIGH-FIDELITY SENSITIVITY ANALYSIS Joaquim R. R. A. Martins Juan J. Alonso James Reuther Department of Aeronautics and Astronautics Stanford University CEAS Conference on Multidisciplinary


  1. AERO-STRUCTURAL WING DESIGN OPTIMIZATION USING HIGH-FIDELITY SENSITIVITY ANALYSIS Joaquim R. R. A. Martins Juan J. Alonso James Reuther Department of Aeronautics and Astronautics Stanford University CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 1

  2. Outline • Introduction – High-fidelity wing design optimization – The need for aero-structural sensitivities – Sensitivity analysis methods • Theory – Adjoint sensitivity equations – Lagged aero-structural adjoint equations – Complex-step derivative approximation • Results – Aero-structural analysis and sensitivities – Wing optimization • Conclusions CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 2

  3. High-Fidelity Wing Design Optimization • Start from a conceptual design with a baseline geometry. • Used for preliminary design of the 3D shape of the wing. • For transonic configurations shocks are present and must be analyzed using CFD. • High-fidelity analysis needs high-fidelity parameterization, e.g. to smooth shocks. --- Cp* --- • Gradient-based optimization is the most efficient. CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 3

  4. Aero-Structural Wing Design Optimization • Aerodynamics traditionally has used a shape corresponding to the flying shape of the wing, assuming that shape can be reproduced. • Wing shape depends on aerodynamic solution, so need to couple aerodynamic and structural analyses to obtain the true solution, specially for unusual designs. • Want to optimize the structure as well, since there is a trade-off between aerodynamic performance and structural weight: � W i � Range ∝ L D ln W f CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 4

  5. The Need for Aero-Structural Sensitivities Aerodynamic Optimization • Sequential optimization does not lead to the true optimum. Structural Optimization • Aero-structural optimization requires 1.6 1.4 coupled sensitivities. 1.2 1 Aerodynamic optimum Lift 0.8 (elliptical distribution) • Add structural element sizes to the design 0.6 0.4 variables. Aero−structural optimum 0.2 (fixed weight) 0 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Spanwise coordinate, y/b • Including structures in the high-fidelity Optimizer wing optimization will allow larger changes in the design. Aerodynamic Structural Analysis Analysis CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 5

  6. Methods for Sensitivity Analysis • Finite-Difference: very popular; easy, but lacks robustness and accuracy; run solver n times. f ′ ( x ) ≈ f ( x + h ) − f ( x ) + O ( h ) h • Complex-Step Method: relatively new; accurate and robust; easy to implement and maintain; run solver n times. f ′ ( x ) ≈ Im [ f ( x + ih )] + O ( h 2 ) h • Algorithmic/Automatic/Computational Differentiation: accurate; ease of implementation and cost varies. • (Semi)-Analytic Methods: efficient and accurate; long development time; cost can be independent of n . CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 6

  7. Objective Function and Governing Equations Want to minimize scalar objective function, I = I ( x, y ) , which depends on: • x : vector of design variables, e.g. structural plate thickness. • y : state vector, e.g. structural displacements. Physical system is modeled by a set of governing equations: R ( x, y ( x )) = 0 , where: • Same number of state and governing equations, n R • n x design variables. CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 7

  8. Variational Equations x y R =0 I Total variation of the objective function: δI = ∂I ∂xδx + ∂I ∂yδy. Variation of the governing equations, δR = ∂R ∂x δx + ∂R ∂y δy = 0 . CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 8

  9. Adjoint Sensitivity Equations Since the variation of the governing equations must be zero, we can add it to the total variation of the objective, � ∂R � δI = ∂I ∂xδx + ∂I ∂x δx + ∂R ∂yδy + ψ T ∂y δy , where ψ is a vector of arbitrary components known as adjoint variables . Re-arrange terms, � ∂I � � ∂I � ∂x + ψ T ∂R ∂y + ψ T ∂R δI = δx + δy. ∂x ∂y If term in blue were zero, term in red would represent the total variation of the objective with respect to the design variables. CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 9

  10. Adjoint Sensitivity Equations Since the adjoint variables are arbitrary, we can find a set such that, � ∂R � T T = − ∂I ψ ∂y ∂y ���� ( n R × 1) � �� � � �� � ( n R × 1) ( n R × n R ) Adjoint valid for all design variables. Now the total sensitivity of the objective is: dI ∂I ∂R ψ T = + dx ∂x ∂x ���� ���� ���� ���� (1 × n R ) (1 × n R ) (1 × n x ) ( n R × n x ) The partial derivatives are inexpensive, since they don’t require the solution of the governing equations. CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 10

  11. Aero-Structural Adjoint Equations x w R =0 R =0 A S u C D Two coupled disciplines: Aerodynamics (A) and Structures (S). � � � � � � R A w ψ A R = , y = and ψ = R S u ψ S Flow variables, w , five for each grid point. Structural displacements, u , three for each structural node. CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 11

  12. Aero-Structural Adjoint Equations     T ∂R A ∂R A ∂C D � � ψ A ∂w ∂u ∂w     =     ψ S ∂R S ∂R S ∂C D     ∂w ∂u ∂u • ∂R A /∂w : a change in one of the flow variables affects only the residuals of its cell and the neighboring ones. • ∂R A /∂u : wing deflections cause the mesh to warp, affecting the residuals. • ∂R S /∂w : since R S = Ku − f , this is equal to − ∂f/∂w . • ∂R S /∂u : equal to the stiffness matrix, K . • ∂C D /∂w : can be obtained from the integration of pressures that computes the total C D . • ∂C D /∂u : wing displacement changes the surface boundary over which drag is integrated. CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 12

  13. Lagged Aero-Structural Adjoint Equations Since the factorization of the complete residual sensitivity matrix is impractical, decouple the system and lag the adjoint variables, � ∂R A � T � ∂R S � T ψ A = ∂C D ˜ ψ S − ∂w ∂w ∂w � �� � Aerodynamic adjoint equations � ∂R S � T � ∂R A � T ψ S = ∂C D ˜ ψ A . − ∂u ∂u ∂u � �� � Structural adjoint equations Lagged adjoint equations are the single discipline ones with an added forcing term that takes the coupling into account. System is solved iteratively, much like the aero-structural analysis. CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 13

  14. Total Sensitivity The aero-structural sensitivities of the drag coefficient with respect to wing shape perturbations are, dC D dx = ∂C D ∂R A ∂R S ∂x − ψ T ∂x − ψ T ∂x . A S • ∂C D /∂x : a change in the geometry will change the boundary over which the pressures are integrated. • ∂R A /∂x : the shape perturbations affect the grid, which in turn changes the residuals. • ∂R S /∂x : shape perturbations only affect the stiffness matrix, so this is ∂K/∂x · u . CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 14

  15. Complex-Step Derivative Approximation Complex variable defined as z = x + iy , where x , y are real, i = √− 1 . Complex function defined as f ( z ) = u ( z ) + iv ( z ) , assumed to be analytic. Can also be derived from a Taylor series expansion about x with a complex step ih : f ( x + ih ) = f ( x ) + ihf ′ ( x ) − h 2 f ′′ ( x ) − ih 3 f ′′′ ( x ) + . . . 2! 3! ⇒ f ′ ( x ) = Im [ f ( x + ih )] + h 2 f ′′′ ( x ) + . . . h 3! f ′ ( x ) ≈ Im [ f ( x + ih )] ⇒ h No subtraction! Second order approximation. CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 15

  16. ✔✕ ✖ ✛ ✜ ✢ ✔ ✔ ✒ Simple Numerical Example Estimate derivative at ✥✧✦✩★✫✪✭✬✯✮✱✰✳✲✵✴✷✶✸✮✩✪ x = 1 . 5 of the function, ✹✻✺✩✼✾✽❀✿✩✼❂❁✭❃❅❄❇❆❉❈❊❈❂❋✩✼●❋☞❍✱■❏❋ ❑❇▲✩▼❖◆◗P❂❘✩❙❯❚❅❱❇❲❉❳❊❳❂▲✩P❂▲✩▼✱❨❏▲ e x f ( x ) = √ � ✔✤✣ sin 3 x + cos 3 x Relative error defined as: ✗✘✚✙ ✑✓✒ � � � f ′ − f ′ � � � ref ε = � � � � � f ′ � ref �✂✁☎✄✝✆✞�✠✟☛✡☞✄✍✌✏✎ CEAS Conference on Multidisciplinary Aircraft Design and Optimization, K¨ oln, Germany, June 2001 16

Recommend


More recommend