fem-bem coupling.pdf

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    FEM-BEM Coupling

    Dr. Hatem R. Wasmi

    A. Prof. in applied Mechanics

    The advantages of FEM and BEM

    coupling has been investigated

    extensively in several engineering fields,

    such as geomechanics , andelectromagnetics and there are several

    different methods of coupling BEM and

    FEM 

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    FINITE ELEMENT method

    General characteristics

      Continuous (but not smooth) base as wellas weighting functions

      Suitable for complicated geometries and

    structural problems

      Combination of fluid and structures (solid-

    fluid interaction)

    http://en.wikipedia.org/wiki/Finite_element_methodhttp://en.wikipedia.org/wiki/Finite_element_method

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    FINITE ELEMENT method

    12

    3

    x

    y

    4

    5

    6

    Base functions Ni(x), Ni(x,y) or Ni(x,y,z) and corresponding weight functions

    are defined in each finite element (section, triangle, cube) separately as apolynomial (linear, quadratic,…). Continuity of base functions is assured by

    connectivity at nodes. Nodes x j are usually at perimeter of elements and are

    shared by neighbours.

    Base function Ni (identical with weight function wi) is associated with node

    xi and must fulfill the requirement: (base function is 1 inassociated node, and 0 at all other nodes)

    ij ji   x N      )(

    In CFD (2D flow) velocities are approximated by quadratic polynomial (6

    coefficients, therefore 6 nodes ) and pressures by linear polynomial (3

    coefficients and nodes ). Blue nodes are prescribed at boundary.

    Verify number

    of coeffs.!

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    FINITE ELEMENT example

    ),(2

    2

    2

    2

     y x  f   xT 

     yT 

    0)),(()),((

    2

    2

    2

    2

    d  y xwf   y

     y

    w

     x

     x

    wd  y x  f  

     x

     y

    T w

      )()(   x N T  xT   j j

     

      fd  N T d 

     y

     N 

     y

     N 

     x

     N 

     x

     N i

    n

     j

     j

     ji ji

    1

    )(

      fd  N T  A i

    n

     j

     jij

    1

    Poisson’s equation 

    MWR and application of Green’s theorem 

    Base functions are identical with weight function (Galerkin’s method)

    w i( x )=N i( x )

    Resulting system of linear algebraic equations for T i

    Derive Green’s

    theorem!

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    methodBOUNDARY element

    General characteristics 

      Analytical (therefore continuous) weighting

    functions. Method evolved from method of

    singular integrals (BEM makes use analytical

    weight functions with singularities, so calledfundamental solutions).

      Suitable for complicated geometries (potential

    flow around cars, airplanes… ) 

      Meshing must be done only at boundary. No

    problems with boundaries at infinity.

      Not so advantageous for nonlinear problem.

    http://en.wikipedia.org/wiki/Boundary_element_methodhttp://en.wikipedia.org/wiki/Boundary_element_method

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    BOUNDARY element example

    ),(2

    2

    2

    2

     y x  f   x

     y

    Poisson’s equation 

    WR and application of Green’s theorem twice (second

    derivatives transferred to w) 

    Weight functions are solved as a fundamental solution of adjoined equation

    Green’s

    theorem!

      fwdxdywd 

     y

    T n

     x

    T ndxdy

     y

    w

     y

     x

    w

     x

    T  y x   )()(

      fwdxdyd 

     y

    wT 

     y

    T wn

     x

    wT 

     x

    T wndxdy

     y

    w

     x

    wT   y x   ))()(()( 2

    2

    2

    2

    ),(2

    2

    2

    2

    iiii  y y x x

     yw

     xw

      

    i

    i

     y xw  1

    ln

    2

    1),(

     

      22 )()( iii   y y x xr   

    Singularity: Delta function at a pointxi,yi

    Delta function!Solution (called Green’s function) is 

    Verify!

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    BOUNDARY element example

    Substituting w=wi (Green’s function at point i) 

      fwdxdyd 

     ywT 

     yT wn

     xwT 

     xT wndxdy

     yw

     xwT   y x   ))()(()( 2

    2

    2

    2

      dxdy  fwd 

     y

    wn

     x

    wnT 

     y

    T n

     x

    T nw y xT  i

    i

     y

    i

     x y xiii   )]()([),(

     N 

     j

     j j N T T 1

    )()(

      N 

     j

     jnj N T n

    1

    )()(

    Solution T at arbitrary point xi,yi is expressed in terms of boundary values

    Γ2 (normal

    derivative)

    Γ1 (fixed T)

    At any boundary point must

    be specified either T   or

    normal derivative of T  , notboth simultaneousl . 

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    BOUNDARY element example

    Γ2 (normal

    derivative)Γ

    1 (fixed T)

      dxdy  fwd  N 

     y

    wn

     x

    wnT wT  i j

    i

     y

    i

     x jinj   )]([0

      dxdy  fwd  N 

     y

    wn

     x

    wnT d  N wT  i j

    i y

    i x j jinj   )(

    Values at boundary nodes not specified asboundary conditions must be evaluated from the

    following system of algebraic equations:

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    FEM-BEM coupling

     This problem is closely related to the multi-regionproblem of the BE method such as presented in

    Figure 1. The multi-region analysis has to fulfil

    continuity and equilibrium conditions along the

    interface line Γ  betweenΩ

    andΩ

     regions.

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