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Introduction – Equations of motion G. Dimitriadis 04

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Time domain responses equations of motion are only valid at zero airspeed or at the flutter condition.. Introduction to AeroelasticityFrequency Response Function •!. Introduction to Aer

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Time domain responses

equations of motion are only valid at zero airspeed or at the flutter condition

sinusoidal excitation

aeroelastic system with Theodorsen

aerodynamics to any excitation force

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Introduction to Aeroelasticity

Frequency Response Function

• ! Imagine that we excite the pitch-plunge airfoil

at the leading edge with a force F0expj!t

• ! The equations of motion become

! This equation is of the form H(!)q0=F, where

H-1(!) is the Frequency Response Function

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FRF for pitch-plunge system

The two modes

are clearly present

FRF of "

The first mode is

present as an

anti-resonance

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Introduction to Aeroelasticity

Working with the FRF

response

perform stability analysis

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Impulse response of pitch-plunge airfoil

! " # $ % &! &" &# &$ &%

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Introduction to Aeroelasticity

Damped sinusoidal motion

• ! The previous discussion shows that:

– ! Theodorsen aerodynamics are only valid for

sinusoidal motion – ! Yet Theodorsen aerodynamics can be used to

calculate damped impulse responses

• ! Stability analysis is slow and and can be less accurate when performed on impulse

responses

• ! We need a method for calculating the

damping at all airspeeds directly from the

equations of motion

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The p-k Method

technique for obtaining aeroelastic

solutions

has become the industrial standard

been designed using the p-k method

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Introduction to Aeroelasticity

Basics

equations of motion in the standard

form

forces of the form

With k=!b/U

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Basics (2)

response is sinusoidal, since the

Theodorsen lift is equal to

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Introduction to Aeroelasticity

Basics (3)

that depend on frequency

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Introduction to Aeroelasticity

The p-method

• ! The p-method consists of solving this

eigenvalue problem for p

• ! It’s a nonlinear eigenvalue problem but

polynomial so it can be solved

! The p values will generally be complex

• ! There is no guarantee that the real parts of

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The p-k method

• ! The p-k method is more sophisticated than the p-method in that it performs frequency matching

• ! The equations solved are

• ! Since it is known that the aerodynamic

matrix is only a function of frequency (not

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Introduction to Aeroelasticity

Application to 2-dof model

are:

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The p-k solution

• ! The solution of these equations is iterative

• ! We guess a value for the frequency ! (and

resulting eigenvalue problem

! The norm of p should be equal to !

• ! If it is not, we change the value of ! until the

scheme converges

• ! This is called frequency matching

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Introduction to Aeroelasticity

Frequency matching

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k-method results

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Introduction to Aeroelasticity

Results

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! Where n l is the number of aerodynamic lags

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Practical Aeroelasticity

! For an aircraft, the matrix Q(jk) is obtained using a

panel method-based aerodynamic model

• ! The modelling is usually performed by means of commercial packages, such as MSC.Nastran or Z- Aero

! For a chosen set of k values, e.g k1, k2, !, k m, the corresponding Q matrices are returned

! The Q matrices are then used in conjunction with

the p-k method to obtain the flutter solution or

time-domain responses

! The values of Q at intermediate k values are

obtained by interpolation

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Introduction to Aeroelasticity

BAH Example

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First 5 modes of BAH wing

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Introduction to Aeroelasticity

GTA Example

a Generic Transport Aircraft

Finite element model: Bar elements

with 678 degrees of freedom Aerodynamic model: 2500 doublet lattice panels

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Flutter plots for GTA

First 7 flexible modes

Clear flutter mechanism

between first and third

mode (first wing bending

and aileron deflection)

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Introduction to Aeroelasticity

Time domain plots

for the GTA

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Introduction to Aeroelasticity

Flutter plots

for SST

First 9 flexible modes

Clear flutter mechanism

between first and third

mode

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the above specifications and does not flutter inside the flight

envelope

–! The plunge spring cannot exceed 5000N/m

– ! The pitch spring cannot exceed 4000Nm/rad

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