Principal Roll Structure Design Using Non-Linear ImplicitOptimisation in RadiossDavid Mylett, Dr. Simon GardnerForce India...
17.2: Principal roll structure test :A load equivalent to 50kN laterally, 60kN longitudinally in a rearward direction and ...
3.0      Optimisation ProcessTypically the design process for a principal roll structure would be performed in 2 discretes...
This offers a very efficient technique for optimisation of non-linear events as it only requiresa small number of non-line...
Combined Max. Von-Mises Stress                                                        Critical Load-case                  ...
Geometric non-linear analysis is automatically controlled within the software code and theBulk Data input is directly tran...
6.0      Discussion of ResultsFigure 7 below shows the analysis results for the final optimised shape, and compares theres...
8.0       References[1] FIA Formula One Technical Regulations (2010)[2] Altair Radioss 11.0FIA TECHNICAL REGULTAIONS:15.2 ...
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  1. 1. Principal Roll Structure Design Using Non-Linear ImplicitOptimisation in RadiossDavid Mylett, Dr. Simon GardnerForce India Formula One Team Ltd.Dadford Road, Silverstone, Northamptonshire, NN12 8TJ, UKdave.mylett@forceindiaf1.comsimon.gardner@forceindif1.comAbstractDriver safety is the most important aspect to consider in the design of any Formula One car,especially in the event of a rollover. The design of the principal roll structure for a FormulaOne car is strictly governed by a number of FIA regulations, and most importantly, mustsatisfy a static load test as described in Article 17.2 of the FIA 2011 Formula One Technicalregulations:FIA 17.2: Principal roll structure test:A load equivalent to 50kN laterally, 60kN longitudinally in a rearward direction and 90kNvertically, must be applied to the top of the structure through a rigid flat pad which is 200mmin diameter and perpendicular to the loading axis.The primary objective of this study is to show how Non-Linear Implicit Optimisation usingRADIOSS can be employed in the detailed design of a principal roll structure. As part of thisstudy the targets listed below must be met. FIA compliance Lightweight Ease of manufacture Compressed design timeKeywords: Topology Optimisation, Geometric Non-Linear, Implicit, Free Shape. 1.0 IntroductionThe high safety standards within Formula One (F1) have become one of the sports manytrademarks. Over the 61 year history the governing body the FIA have strived to improvethe safety afforded to the drivers and are constantly looking at ways to further improve thesafety to all involved within F1.One of the first and most important safety features introduced into the sport in 1961 was theaddition of the principal roll over bar. Since then, the teams have pushed the boundaries ofdesign to ensure the principal roll structure is as light as possible, with minimal influence onaerodynamic performance, whilst providing the best protection for the driver in the event ofa roll over.In order to ensure the principal roll structure provides the best protection to the driver, theFIA outlines a number of strict regulations governing the design and minimum strengthrequirements for the structure. These are outlined in FIA technical regulations [1] article15.2 Roll Structures, and article 17 Roll Structure Testing, with the main regulationconcerning the strength of the roll structure outlined below:© Altair Engineering 2011 1
  2. 2. 17.2: Principal roll structure test :A load equivalent to 50kN laterally, 60kN longitudinally in a rearward direction and 90kN vertically, must beapplied to the top of the structure through a rigid flat pad which is 200mm in diameter and perpendicular to theloading axis.17.1.3: Under the load, deformation must be less than 50mm, measured along the loading axis and anystructural failure limited to 100mm below the top of the rollover structure when measured vertically.Force India F1 Team employs CAE tools in order to meet these minimum structuralrequirements and ensure minimum mass whilst adhering to the aerodynamic constraints.Optimisation software such as OptiStruct are used during the design & developmentprocess to assist in reducing the number of design iterations and time taken to design alightweight and robust component.This paper will show the processes involved with designing a principal roll structure for aFormula One car and provide an overview of the new non-linear optimisation capabilitywithin Altair HyperWorks 11.2.0 BackgroundSince the mid 80s the principal roll structure has also acted as the air intake for the engine,either as a separate metallic component with an aerodynamic shroud, or as an integralcarbon structure incorporated directly into the chassis laminate.As with most areas of a Formula One car the maximum air intake area is governed byregulation and over the past few years the design of intakes have varied considerablybetween the teams (see Figure 1). It is normally the role of the aerodynamics department todefine the external shape of the principal roll structure, and it is then up to the structuralanalysts and design teams to design the primary load bearing structure which will becontained within this volume. Figure 1: Typical Formula One Air Intake DesignsDue to the high location of the principal roll structure (highest point on a Formula One Car);it is paramount to ensure the mass is at a minimum. Mass this high up on the car can havea significant effect on the centre of gravity and as a consequence has a negative effect onthe handling of the car. As roll structures can weigh anywhere from 1-3kg a significantamount of mass can be saved within one component.© Altair Engineering 2011 Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss Bulk 2
  3. 3. 3.0 Optimisation ProcessTypically the design process for a principal roll structure would be performed in 2 discretestages:1. A linear topology optimisation would be performed using the aerodynamic shape as a design volume, with constraints such as mass, compliance and stress being among the most important design considerations.2. A manual iterative non-linear analysis is performed, initially based on the results from the topology optimisation. Here the non-linearity of the problem can be exploited to further reduce the mass of the structure.This second phase of the design process however can be very time consuming, as thelinear model has to be converted into a non-linear model (either OptiStruct Non-linear orRadioss Block implicit/explicit) and analysed iteration by iteration until the desired non-lineartargets are achieved.New to HyperWorks 11.0 is the ability to perform a non-linear optimisation from withinOptiStruct. The method allows optimisation of models containing material & geometric non-linearity as well as contact using either an implicit or explicit solution sequences.The non-linear optimisation process within OptiStruct v11 uses the following process: Solve non-linear analysis Calculate equivalent static loading (ESL) conditions; approximate the non-linear solution using linear analysis Optimisation using ESL Convergence check & loopThe method uses a dual loop optimisation process as shown in Figure 2. Figure 2: Dual Loop Optimisation Process© Altair Engineering 2011 Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss Bulk 3
  4. 4. This offers a very efficient technique for optimisation of non-linear events as it only requiresa small number of non-linear simulations. The design is optimised for loads which arerecalculated after every iteration of the outer loop.The method can be used for concept design optimisation (topology, free-sizing andtopography) as well as design fine tuning optimisation (size, shape free-shape).4.0 Topology OptimisationFigure 3 shows the initial aerodynamic shape used to encapsulate the principal rollstructure. This aero surface provides the initial design space used to define the topologyoptimisation domain with the loads applied as per the FIA regulation 15.2.2 & 17.2. Theoptimum material distribution within the design space is calculated using topologyoptimisation. Figure 3: Aerodynamic SurfaceTopology optimisation is performed with symmetry & manufacturing constraints to ensure amanufacturable solution is obtained whilst maintaining an acceptable linear stress limit andobjective to minimise mass. From this initial optimisation study, OptiStruct was able toreduce the mass of the original model by over 70%, Figure 4. Initial Design Domain Optimised Topology Results Initial Detailed Design Figure 4: Topology Optimisation Process & ResultsOnce the initial topology results have been detailed into a manufacturable solution, a linearcheck analysis is performed and the results of this can be seen in Figure 5.© Altair Engineering 2011 Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss Bulk 4
  5. 5. Combined Max. Von-Mises Stress Critical Load-case Values less than 1 < y Figure 5: Initial Detailed Design ResultsAs can be seen from the results above, the rationalisation from the topology results has leftareas where the stress levels are at unacceptable levels. Furthermore the critical load-caseplot clearly shows that the second load-case (Reversed FIA Load: proven by calculation) isthe primary load-case to consider for the design of the structure.This is where the traditional second phase iterative non-linear analysis is performed toensure the stress levels are within the material limits, and to assess areas wherereinforcement is required or areas where excess material can be removed.5.0 Non-Linear Shape Optimisation Definition & ResultsThe results from the initial detailed design show there are areas within the structure that arebelow the yield of the material and so can be further optimised to reduce mass. There arealso areas within the structure that are in the elastic-plastic region of the material, but as theprimary analysis is performed using a linear solver, the true magnitude of this stress is notknown.The normal design procedure would dictate that a set of iterative non-linear analyses wouldneed to be performed in order to further reduce the mass of the part. This can be a complexand time consuming process, however, this can now be automated with the combination ofgeometric non-linear free shape optimisation.Free-shape optimisation moves the nodes on the outer surface of the structure, and themesh is altered to meet specific pre-defined objectives and constraints. The mainadvantage of this type of optimisation is that the user is relieved of having to define manyshape perturbations, and the movement of the outer boundary is automatically determinedby the solver during the optimisation. During free shape optimisation the normal directionsof the outer elements change with the change in shape of the structure, thus for eachiteration, the design grids move along the updated normals.In order to limit the total amount of deformation of the free-shape design region, themaximum shrinkage and growth limits can be included within the Free Shape optimisationalong with mesh smoothing parameters to help avoid mesh distortion. Another usefulboundary condition to consider during free-shape optimisation is the use of a boundarymesh. In this case the aerodynamic defined surfaces can be used to constrain the growthand shrinkage in the design domain.After the free-shape optimisation was set-up, material non-linearity data was added byincluding a material stress-strain curve. The geometric non-linear analysis type wasselected for the load-case type to allow for large displacements.© Altair Engineering 2011 Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss Bulk 5
  6. 6. Geometric non-linear analysis is automatically controlled within the software code and theBulk Data input is directly translated into Block format input without any user intervention.The Starter and Engine are then executed with the results brought back into the Bulk dataoutput module to export the different output formats.This ability to run geometric non-linear analysis directly from the OptiStruct bulk data meansthe free-shape optimisation is able to utilise this automatic conversion. This allows non-linear materials and geometry to be optimised directly from one source file.In the case of this free-shape optimisation, the initial 2 sub-cases within the OptiStruct bulkdata are solved as a non-linear analysis (RADIOSS implicit). The equivalent static loads arecalculated to mimic the non-linear results, and then an OptiStruct Linear optimisation isperformed, with the process looped until the optimisation converges on a solution.Figure 6 shows the result output from the geometric non-linear free-shape optimisation.Here the free-shape optimisation has been set up to include full material non-linearity withstress constraints within the design domain allowed to go above the yield of the material(but below UTS). A minimal mass objective was set whilst also observing maximumdisplacement constraints. Optimisation Loop 1 Optimisation Loop 2 Optimisation Loop 3 Optimisation Loop 4 Optimisation Loop 5 Figure 6: Free-Shape Optimisation ResultsThis 2nd stage optimisation was able to further reduce the mass of the part by over 16%,whilst still meeting the FIA test requirements. During this optimisation process the optimiserran 5x non-linear loops, with each linear optimisation converging in less than 8 iterations.The total time taken for such an analysis was in the order of ~4hours running in corememory on an Intel Core i7 CPU.The results obtained from the Free Shape optimisation can be immediately re-surfaced inCAD and a much higher confidence in the structural integrity of the part passing first time isachieved.© Altair Engineering 2011 Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss Bulk 6
  7. 7. 6.0 Discussion of ResultsFigure 7 below shows the analysis results for the final optimised shape, and compares theresults from a geometric non-linear analysis to those generated from a traditional linearanalysis. Final Shape: Non-Linear Analysis Results Final Shape: Linear Analysis Results Von-Mises Stress (Combined Max. Results) Displacement (Combined Max. Results) Figure 7: Comparison of results for Non-Linear & Linear AnalysisThe results from the linear analysis show the displacement has been underestimated by~3.4% and in critical areas of the roll structure the stress has been over predicted by ~7-15%. This would normally lead to the addition of more mass to reduce the stress in theareas of the model which are above the stress limit.7.0 ConclusionsThe new geometric non-linear and free-shape optimisation capability within HyperWorks11.0 has enabled Force India F1 team to significantly improve the design of the primary rollstructure.The final design was able to reduce mass, pass all FIA regulation criteria, and significantlyreduce the time taken to design the primary roll structure for the car.© Altair Engineering 2011 Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss Bulk 7
  8. 8. 8.0 References[1] FIA Formula One Technical Regulations (2010)[2] Altair Radioss 11.0FIA TECHNICAL REGULTAIONS:15.2 Roll structures:15.2.1 All cars must have two roll structures which are designed to help prevent injury to the driver in the event of the carbecoming inverted.The principal structure must be at least 940mm above the reference plane at a point 30mm behind the cockpit entry template.The second structure must be in front of the steering wheel but no more than 250mm forward of the top of the steering wheelrim in any position.The two roll structures must be of sufficient height to ensure the drivers helmet and his steering wheel are at least 70mm and50mm respectively below a line drawn between their highest points at all times.15.2.2 The principal structure must pass a static load test details of which may be found in Article 17.2. Furthermore, eachteam must supply detailed calculations which clearly show that it is capable of withstanding the same load when thelongitudinal component is applied in a forward direction.15.2.3 The second structure must pass a static load test details of which may be found in Article 17.3.15.2.4 Both roll structures must have minimum structural cross sections of 10000mm², in vertical projection, across ahorizontal plane 50mm below the their highest points.ARTICLE 17 : ROLL STRUCTURE TESTING17.1 Conditions applicable to both roll structure tests:17.1.1 Rubber 3mm thick may be used between the load pads and the roll structure.17.1.2 Both peak loads must be applied in less than three minutes and be maintained for 10 seconds.17.1.3 Under the load, deformation must be less than 50mm, measured along the loading axis and any structural failure limitedto 100mm below the top of the rollover structure when measured vertically.17.1.4 Any significant modification introduced into any of the structures tested shall require that part to pass a further test.17.2 Principal roll structure:A load equivalent to 50kN laterally, 60kN longitudinally in a rearward direction and 90kN vertically, must be applied to the topof the structure through a rigid flat pad which is 200mm in diameter and perpendicular to the loading axis.During the test, the roll structure must be attached to the survival cell which is supported on its underside on a flat plate, fixedto it through its engine mounting points and wedged laterally by any of the static load test pads described in Article 18.2© Altair Engineering 2011 Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss Bulk 8

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