MikeHoulder
Airman
- 15
- Jul 24, 2009
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Apologies, the only way I know to talk about this is with maths. The objective is to create a reasonably accurate simulation model of my Avro Lancaster. Perhaps for obvious reasons, there is no documentation given with the simulator of these issues. Hence there is the need to create a good mathematical model of the simulation.
First, all joints between components are modelled by point location damped springs. I need to estimate the axial and torque forces on those springs
Mike - First do you have the detailed design of the lancaster, every longeron, fitting, shear panel/ beam cap for spars and longerons, skin thickness, fastener type,etc, etc? Do you have any way to translate the merlin engine vibration characteristics of the prop/engine to engine mount and attempt to look at the harmonic input to the airframe?
All airframes have structural limits, say +4g, -2g. Can I use these and the masses of both the whole airframe and the individual components to calculate a reasonable spring strength for a given lateral or angular displacement using Hooke's law. How do I divide the total load under 4g, say, between the various surfaces: wings, tailplanes, fins? Help!!!
Short answer - no. at structural limits the airframe joints are neither linear in response because they are in 'platic range past yield, but rigid end points versus pinned joints is rule rather than exception - and extremely difficult to model (impossible for me, maybe ok fr you) using linear differential equations to build a 'model system' that wouldrespond to non linear loads and load paths.
The reason for extremely complex modelling applications like NASTRAN and STARDYNE is the complexity of load paths for different members under different loads - which in turn respond differently to harmonic inputs from both aerodymaic loads as well as the engines.
With NASTRAN the primary elements (long time ago, were Rods, Beams, Shear Panels, Plates. The use of Beams and Plates gave entirely different aeroelastic qualities than Rods and shear panels - the latter more suitable for structural analysis, including stresses and deflections in the elastic range. It used a 'relaxation method to distribute the applied loads, resolve the loads to equilibruim, joint by joint, shear load by pannel to the rods as a 'theoretical beam to take tension and compression load paths due to bending.
Second, damping. I thought initially I could model the spring system as a simple unforced damped spring with 1 degree of freedom; i.e. with the 2nd order differential equation
m.u''(t) + Df.u'(t) + Kf.u(t) = 0 where m is mass, Df is damping coeff, Kf is spring strength coeff, t is time and u is a function giving displacement at time t. It is simple to calculate the critical damping coefficient which is the lowest value eliminating oscillations: Df = sqrt(4.m.Kf).
Perhaps, but how to calculate the natural frequency of a complex structure and attempt to do so in linear differential equations? This goes back to a piece by piece analysis of the entire structure due to applied loads for different conditions (i.e diving turn in which the rudder/elevators creat enormous torque on the rear fuselage, which in turn must be distributed to the fuselage and coupled with the loads on the wing which in turn are carried to the Fuselage.. and for high velocities, look carefully at asymmetric loads on the airframe.
In short, absent a VERY good model of the actual structure, with very accurate geometry modelling of 'effective load paths' versus 'real geometry' I am skeptical that any linear spring/damping model works for either deflections or torsions in the airframe - and certainly not in the high yield to ultimate stress factors where the structure is Not Elastic?
Doing some experimentation, I found that, at significantly lower values than the critical coefficient for Df, destructive resonant oscillation occurs in the simulator. This could be an artifact caused by arithmetic rounding or discrete state calculation of 4000 times per sec in the simulator. It could also be that the equation is lacking one or more terms. It may need to be:
m.u''(t) + Df.u'(t) + Kf.u(t) = F(t). Help!!!
I had assumed that vibration was not propagated from one component to another. Hence a system with 1 degree of freedom. Unfortunately, vibration is propagated throughout. Hence the system is of multiple degrees of freedom. Help!!!
So I am now looking very grimly at a can of worms. Can anyone, please, sort me out.
Mike
Drgondog, I'm delaying somewhat my analysis and reply to your excellent assistance.
The support team of the simulator have published a collection of examples to illustrate the functioning of the simulator in regard to component joints and harmonic vibration. By trying to match the theory to the simulator functioning I will understand the theory rather better.
See my post - it's quite lengthy now with all the contributions - at
AeroFly 5
titled "Calculating TMD Joint Values in both AFPD and Aerofly 5".
My post and the replies are in English - thank God, my bad Spanish is the limit for me - but the majority of other posts in the forum are in German.
I enclose a copy of a couple of the replies and documentation of the 10 experiments offered by Marc Borchers. This documentation is hidden within the .TMC files of Marc's zip file - at the end of the replies so far. It is displayed within the simulator; but I have extracted it to show you what is going on.
I would offer to capture videos for you of the simulator operation with these experiments; but my attempts so far have been very poor quality.
My very best wishes to you
Mike