L4_Matrix Method of Static Aeroelasticity

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    4th Matrix Method ofStatic Aeroelasticity

    Xie Changchuan2014 Autumn

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    Content

    1Finite Element Method(FEM)Brief introduction

    2

    Steady aeroedynamics and coefficient matrix3General equation of static aeroelasticity

    4Divergence and load redistribution

    5

    Control efficiency and reversal

    Main AimsUnderstand the engineering analysis method

    and basic mathematic principles of elastic

    aircraft from a simple slender wing model.

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    3

    Finite Element Method(FEM)

    Considering bending problem of non-uniform Euler beam

    w

    y

    x

    P

    2 2

    2 2

    ( )( ) 0

    w xEI x

    x x

    =

    Equation

    Boundarycondition

    (0) (0) 0w w= =

    [ ( ) ( )]x l

    EI x w x Px =

    =

    Fixed end

    Free end ( ) ( ) 0EI l w l = Bending moment

    Shear force

    Note as ( ) 0w =L

    Note as ( ) 0w

    =B

    Definition domain : [0, ]x l

    : 0,x x l = =

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    Finite Element Method(FEM)

    Suppose the solution as1

    ( ) ( )n

    i i

    i

    w x x q=

    = And another trial functionsatisfying the boundary conditions as

    1

    ( ) ( )n

    i i

    i

    v x x p

    =

    =

    Combine the different equation and boundary conditionsin a integral form (weak form)

    ( ) ( ) 0w vd w vd + = L B2 2

    2 20

    ( )( ) ( ) ( )

    l w xw vd EI x v x dx

    x x

    =

    L

    2 2 2 2

    2 2 2 20

    0 0

    ( ) ( ) ( )

    l l

    l w v w w vEI x dx EI x v EI x

    x x x x x x = +

    2 2

    2 2

    00

    ( ) ( ) ( ) 0

    l l

    w w vw vd EI x P v EI x

    x x x x

    = + =

    B

    integral by part

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    Finite Element Method(FEM)

    2 2 2 2

    2 2 2 20

    0 0

    ( ) ( ) ( ) ( )

    l l

    l w v w w vw vd EI x dx EI x v EI x

    x x x x x x

    = +

    L

    Substitute the boundary conditions

    2 2

    2 20( ) ( )

    l w vEI x dx Pv l

    x x

    =

    Substitute the supposed solutions22

    2 201 1 1

    ( )( )( ) ( )n n nl ji

    i j j jli j j

    xxEI x q p dx P x px x

    = = =

    =

    22

    2 20

    1 1 1

    ( )( )( ) ( ) 0

    n n nl

    jii j j jl

    i j j

    xxEI x dxq p P x p

    x x

    = = =

    = =

    0 0jv p= Because

    22

    2 2

    01 1 1

    ( )( )( ) ( ) 0

    n n nlji

    i j li j j

    xxEI x dxq P x

    x x

    = = =

    =

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    Finite Element Method(FEM)

    Note

    22

    2 20

    ( )( )( )

    lji

    ij

    xxK EI x dx

    x x

    =

    1( )

    n

    i i li

    F P x=

    =

    The general equation is written as

    =Kq F

    ijK = K The general stiffness matrix

    [ ]iq=q The general coordination

    [ ]iF=F The general force

    ( )i xLet be the FEM shape function ( ) 1, 2,3, 4iN x i =

    2 3

    1( ) 1 3 2N = +

    2 3

    3( ) 3 2N = ( )

    2 3

    2 ( ) 2 /N l = +

    ( )3 23( ) /N l =

    /x l =

    Then

    2 2

    3

    2 2

    12 6 12 6

    6 4 6 2

    12 6 12 6

    6 2 6 4

    e

    l l

    l l l lEI

    l ll

    l l l l

    =

    K

    For uniform element

    0

    0

    0

    e

    P

    =

    F

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    Steady aerodynamics of slender wing

    Strip theoryL

    L qcC=

    ( )L

    C Aspect ratio 5 >From aerodynamic theory

    of infinite aspect ratio wing

    Modification of

    moderate aspect ratio ( )2

    L LC C

    =

    +

    3>

    Aeroelastic

    modification ( )

    4L L

    C C

    =

    +

    Essentially, it is aerodynamic theory of 2D wing segment.

    The interference between segments is ignored.

    The engineering modification of strip theory.

    From more precise load distribution results of wind tunnel pressure

    test orcomputed fluid dynamics method at given states, replace theaerodynamic derivatives by local effective values.

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    Lifting line theory Frederick W. Lanchester in 1907Ludwig Prandtl in 19181919

    Steady, inviscid, irrotational,incompressible, potential flow

    Unswept, undihedral, large aspect ratio single wing

    Extension of l ifting line theory W.F. Phillips in 2000

    Introducing compressible flow, swept and dihedral

    angle, large aspect ratio multi wing

    Mark Drela in 2007

    Xie Changchuan in 2009

    Introducing large aspect ratio multi wing

    with large deformation

    Steady aerodynamics of slender wing

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    Free vortexBound vortex

    d

    -d

    x

    z y

    a. Horseshoe vortex b. S stem of horseshoe vortex

    Using spanwise varying vortex(y) along 1/4 chordline

    represents the complete wing, then after the trailing edge

    there is a free vortex sheetdtending to infinite distance.

    Steady aerodynamics of slender wing

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    = y F VKutta-Joukowski lawF yAero force vector acting on small segment

    V Local inf low vector

    Steady aerodynamics of slender wing

    In practice, the wing is

    divided into several segments.On each segment a horseshoe

    vortex is assigned.

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    Prandtls Assumption: The aero forces acting on wing

    section are equal to that on a section of infinite long

    wing at same AOA.

    2 21 1= ( )2 2

    L a ind L eF V C S V C S + =

    Geometric AOA of wing section, including the initial AOA,pre-twist of wing and torsion angle induced by elasticity.

    a

    ind

    LC

    e

    Induced down wash angle at control point of wing section,Control point is at 1/4 chord point.

    Lift line slope of airfoil, the value can be selected bypractice airfoil and itsAOA, which could introduce thenonlinearity of aerodynamics at some extent.

    V SInflow speed Area of wing segment

    Effective AOA

    Lifting line theory

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    21 [ (( ) ( )) ] ( )2

    L a ii ind i iy yV y V C y yb y = +

    ( ) ( )ind i iy A y =

    Circulation ofbound vortex Inducedangle Chord lengthof segment

    AAerodynamic influence coefficient, calculated by

    Biot-Savart law considering all the horseshoe vortex

    [ ]21

    2 LV V C

    = ab A

    aero forces on each segment in matrix form

    11 1

    2 2L L

    VC VC

    = +

    abA b I

    Lifting line theory

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    121 1

    2 2a L LV V C VC

    = = + a

    F b I b A Aeroforces

    0( )a q= +F w wDD Aerodynamic coefficient matrix

    Homework

    v

    Considering a un-swept wing

    modeled by 3 horseshoes, the

    control points are at 1/4 chord

    points of middle line on eachsegment, please deduct the

    aerodynamics influence matrix

    A.

    Lifting line theory

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    Vortex circle method ---- a kind of panel method

    z

    O

    y

    x A

    B

    C

    DA

    B

    C

    D

    There are many other panel methods,

    including subsonic and supersonic panel

    method, piston theory,

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    Basic equation of static aeroleasticity

    0( )q= + +w D w w f

    q

    K

    w

    Stifness matrix of wing

    Displacement vector of wing

    0w Initial displacement vector of wing

    Aerodynamic coefficient matrix

    Vector of other forces, like gravity, thrust,

    Dynamics pressure of inflow

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    Divergence and load redistribution

    q=Kw Dw 0q+ +Dw f

    Static aeroelasticdivergence

    General Eigenvalue Problem ofhomogeneous equation

    =Kw Dw mindiv iq =

    Load redistribution Unique solution Problem ofun-homogeneous equation

    1

    0( ) ( )q q

    = +w K D Dw f Aero forcedistribution 0

    ( )a q= +F D w w

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    Control effectiveness and reversal

    q q= +Kw Dw C

    Basic equation of staticaeroelasticity with control surface

    No relationship with the initialdisplacement and forces otherthan aerodynamics

    1( )q q= w K D C

    a

    q q= +F Dw C

    Specified sum loadof aerodynamics a

    =F F

    Control reversal / 0i =F

    Control effectiveness/

    ( / )

    i

    i r

    =

    F

    F

    Aero load

    distribution

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    Homework

    Please deduct the dynamic pressure

    of control reversal and the control

    effectiveness in matrix form