1. (*) CIMNE: International Center for Numerical Methods in Engineering, Barcelona, Spain Innovative Finite Element Methods For Aeroelastic Analysis Presented by: Gabriel Bugeda* MATEO ANTASME Meeting, 21/05/2007 Compiled by: Roberto Flores*

2. Main Objectives of Task: Analysis of thin walled structures with little or no bending stiffness subject to unsteady aerodynamic loads Development of efficient FE techniques for the non- linear (large strain & large displacement) analysis of membrane behavior, including wrinkling effects Improvements to FE flow solvers to allow for fast solution of complex flow patterns Robust coupling of structural solver and CFD codes for aeroelastic analysis

3. Structural FE Solver Non-linear large displacement/deformation capability Features advanced membrane elements including wrinkling Implicit dynamic solver (allows for large time steps) Total Lagrangian formulation Sail deployment Inflated airbag showing wrinkles

4. CFD Solvers (I) Implicit incompressible solver for low speed flows ALE formulation: Allows for mesh deformation Orthogonal subgrid subscale stabilization: Technique developed at CIMNE. Achieves stabilization with minimum numerical diffusion by using assumed forms for unresolved flow scales Choice of: Second-Order Accurate Fractional Step (pressure segregated) solver Monolithic solver

5. CFD Solvers (II) Explicit compressible solver for high speed flows Edge-based data structure for minimum memory footprint and optimum performance Second order space accuracy Explicit multistage Runge-Kutta time integration scheme Convective stabilization through limited upwinding Implicit residual smoothing for convergence acceleration Parallel execution on shared memory architectures via OPEN-MP directives

6. Edge oriented data structure NS equations in conservative form Approximate solution using FE discretization Weak semi-discrete form of the NS equations

7. The same finite element interpolation is used for fluxes: Solving for the nodal unknowns yields: The coefficients d ij and b ij are non-zero only for pairs nodes connected by an edge ( i.e. nodes belonging to the same element). The resulting algorithm is equivalent to a finite volume scheme in which the interface flux is the average of the nodal values of the edge. Furthermore, for any interior node: thus, the scheme is conservative because the total contribution of internal edges to the residual is zero.

8. The basic scheme is equivalent to a centered finite difference stencil which is inherently unstable due to the odd-even decoupling phenomenon. The interface fluxes are modified according to Roe’s upwind scheme in order to suppress instabilities: The factor k controls the extrapolation order for the interface fluxes, which can range from first to third order. The coefficients s i represent the flux limiters which revert the scheme to first order near discontinuities and sharp gradients. In areas where the flow field is smooth the high order scheme is used instead. The limiters are calculated from the ratio of the solution gradients at the ends of the edge.

9. Solution of viscous problems at high Re numbers requires use of turbulence models and hybrid meshes to resolve the boundary layer Preparation of a suitable mesh is a lengthy task which cannot be easily automated To reduce computational costs and speed up the preprocessing stage a coupled Euler+Boundary Layer solved has been developed Uses boundary mesh of 3D volume to create a “virtual” hybrid boundary layer mesh (extruded prisms) In order to capture 3D effects no integral solution is sought, 3D boundary layer equations are solved directly Mapping of arbitrary 3D surface to a plane using unstructured surface mesh considered too involved  Flux balances calculated in global coordinate system and projected to local curvilinear coordinates at each point. Cell-centered finite volume scheme Boundary layer solution coupled to external inviscid flow through transpiration boundary conditions Coupled Euler+Boundary Layer Solver

10. n ij njnj nini l ij h CiCi CjCj The flow of a conservative variable from cell i to cell j is then calculated as: Finite Volume Discretization Outer boundary of Euler 3D mesh “Virtual” boundary layer cell

11. Solution scheme for boundary layer equations Remove normal component Correct momentum using continuity equation Solve approximate momentum equation in global coordinate system  n  This integral is calculated establishing the mass balance for the cell

12. Coupling of boundary layer solution with external flow Remarks: As the boundary layer thickness is replaced with a transpiration velocity, the Euler mesh does not need to be replaced The scheme is not self-starting, for cells around a stagnation point a similarity solution for the flow near a stagnation area is used The FV scheme is cell centered whereas the FE algorithm is vertex centered, the variables can by transferred by means of: Determine displacement thickness  * and evaluate transpiration velocity

13. Coupled Fluid-Structural Solver CIMNE’s Kratos multiphysics development framework enables coupling of CFD solver with a FEA structural code to analyze dynamic fluid- structure coupling phenomena KRATOS has been completely developed in C++ using a modular object- oriented data structure to enable efficient coupling of single field solvers in a straightforward way Features a Python-Based programmable input Available coupling strategies: STRONG COUPLING: “SAFE” but often computationally expensive, requires iterative solving strategy LOOSE COUPLING: Often considered “UNSAFE”, computational efficiency is potentially very HIGH

14. Structural Deformation Change in fluid Boundary conditions Change in the pressure field Coupled Fluid-Structure Interaction Problem Boundary conditions for the fluid are not known until the structure displacement is calculated BUT Loads on the structure cannot be determined until the flow field has been solved for

15. Coupled “Fractional Step” Strategy It follows the same rationale as the fractional step (pressure segregation) procedures used for the solution of the Navier- Stokes equations Structural Prediction Mesh movement step Fluid Solution Structural Correction Prediction is done by SOLVING the structure subject to a predicted pressure field (the simplest choice is the pressure at the end of the previous step)

16. Error due to the coupling algorithm Assuming that the pressure can be described in the form and that the structural time integrator can be expressed in a form of the type it is possible to express the solution of the coupled problem as where y n is an error term, for the coupling procedure to be stable this term must not grow without bounds The amplification factor of the error term is Convergence is achieved when this factor is less than one

17. Remark: The amplification factor does not depend on the particular time integration scheme selected The basic scheme: can be replaced with the procedure remains consistent, as there is no change when Δt→0 Inserting the assumed form of the pressure into the modified algorithm we have now the scheme is stable when

18. By choosing an appropriate value for the procedure can be made stable irrespective of the mass ratio A suitable value can be estimated from the structure of the stiffness matrix of the fluid problem Remark: Fluid and structural meshes need not be congruent, therefore loads on the structure are calculated remapping the flow solution. Loads are transferred by means of: where N S and N F represent the shape functions for the structural and fluid meshes respectively. This is a conservative mapping scheme in the sense that energy conservation is preserved. F coupled simulation = 3.05Hz F coupled experiment = 3.10Hz F von Karman = 3.7Hz Example: Flag Flutter

19. Example applications Main topic of interest is structural membranes (e.g. inflatable structures & airbags) Deployment of inflatable structureAirbag deployment

20. Contact algorithms have been implemented to analyze problems involving solids impacting the membranes Solid contacting inflatable structure Solid impacting airbag (blue ball is attached to membrane)

21. Thank you for your attention