BASIC PROPERTIES OF EIGENVALUES AND EIGEN VECTORS

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    DYNAMIC ANALYSIS

    The static and dynamic analysis of structural members and machine

    components using finite element analysis results in a set of equilibrium

    equations of the form

    [M]{x}+[C]{x}+[K]{x} = {F} (1)

    Where [M], [C] and [K] are the mass, damping and stiffness matrices,

    respectively, [F] is the external force vector, and x, x and x are the acceleration,

    velocity and displacement vectors respectively. At any instant of time the

    equilibrium equation can be written.

    {F1} + {FD} + {FE} = {F} (2)

    Where {F1} are the inertia forces, {FD} are the damping forces and {FE}

    are the elastic forces. All are time dependent and are equal to

    {F1} = [M]{x}

    {FD} = [C]{x}

    {FE} = [K]{x}

    Equation (1) represents a system of linear differential equations of

    second order. Several solution techniques are available to solve the differential

    equations with constant coefficients. Most of the solution procedures for the

    general systems of differential equations are very expensive and time

    consuming on the computer if the order of the matrices is large say more than

    100. The coefficient matrices [M], [C] and [K] of mechanical and structural

    engineering problems have special characteristics which can be effectively

    utilized in simplifying the analysis. The solution techniques that are considered

    here are mainly matrix methods.

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    BASIC PROPERTIES OF EIGENVALUES AND EIGENVENCTORS

    If [A] is any square matrix of order nxn an if {x} is a non zero vector such

    that

    [A]{x} = {x}

    Where is some number, than {x} is said to be an eigenvector of [A] with

    the corresponding eigenvalue . Premultiplying and eigenvector by the

    appropriate matrix yields a constant times the eigenvector , where the

    constant is the eigenvalue.

    It is known that eigenvalues of a square matrix of size nxn satisfy an nth

    order polynomial equation. Thus in general there will be n eigenvalues which

    are not necessarily distinct and real. They are either real or result in complex

    conjugates if all the matrix elements are real. Another property of eigenvalue

    problem can be stated as follows. If [A] is a square matrix of size nxn, any

    eigenvalue satisfies the nth degree polynomial equation: det(A - I) = 0. This

    equation is also known as the characteristic equation of [A]. the proof of this

    property is that we seek and non zero {x} such that

    [A]{x} = {x}

    [A- I}{x} = 0

    This represents a system of n homogeneous equations in n unknowns

    x1, x2, x3, xn. Hence if we require non zero solutions {x} then [A- I] must be

    singular or det[A- I] = 0.

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    det[A- I] =

    det[A- I] = (a11- )(a22-).(ann-)

    The equations det[A- I] = 0 gives a polynomial equation of nth degree

    in . There will be n eigenvalues and n corresponding eigenvectors. The

    eigenvalues are 1,2,n and the corresponding eigenvectors are {x(1)

    },

    {x(2)

    },. {x(n)

    } . that is

    [A] {x(r)

    } = r {xr} where 1 r n

    In general equation (1) provides a procedure for the calculation of

    eigenvalues and eigenvectors. The determinant of [A - I] leads to an explicit

    polynomial equation. The roots of the polynomial equation give all the

    eigenvalues 1,2,n. Substituting the eigen values r into equation (2) yields

    n equations, [A- I] {x(r)

    }= 0 the solution of which gives {x(r)

    }.

    a11 - a12 a1n

    a22 a22- a23 a2n

    an1 an2 ann-

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    Example

    Find eignevalues and he corresponding eigenvectors of the matrix [A].

    [A] =

    SOLUTION

    [ A-I] =

    And

    det[ A-I] = (2-0{(2+) +2} 1{0(-)+2} 1{0(1)+{2+}

    = -3+=0

    Which is the characteristic equation.

    The eigenvalues are 0, 1, -1. The corresponding eigenvectors are:

    2 1 -10 -2 -2

    1 1 0

    2- 1 -1

    0 -2- -2

    1 1 -