3d_Plate

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3d_plate03_04

{ 3D_PLATE.PDE

This problem considers the oscillation modes of a glass plate in space

( no mountings to constrain motion ).

           -- Submitted by John Trenholme, Lawrence Livermore Nat'l Lab.

}

 

TITLE 'Oscillation of a Glass Plate'

 

COORDINATES

cartesian3

 

SELECT

   modes = 5

   ngrid=10

   errlim = 0.01                { 1 percent is good enough }

 

VARIABLES

   U           { X displacement }

   V           { Y displacement }

   W           { Z displacement }

 

DEFINITIONS

   cm = 0.01  { converts centimeters to meters }

 

   long = 20 * cm  { length of plate along Y axis }

   wide = 10 * cm  { width of plate along X axis }

   thick = 1.2 * cm  { thickness of plate along Z axis }

 

   E = 50e9    { Youngs modulus in Pascals }

   nu = 0.256 { Poisson's ratio  }

   rho = 2500  { density in kg/m^3 = 1000*[density in g/cc] }

 

                       { constitutive relations - isotropic material }

   G = E/((1+nu)*(1-2*nu))

   C11 = G*(1-nu)    C12 = G*nu    C13 = G*nu

   C22 = G*(1-nu)    C23 = G*nu    C33 = G*(1-nu)

   C44 = G*(1-2*nu)/2

 

                       { Strains }

   ex = dx(U)    ey = dy(V)    ez = dz(W)

   gxy = dy(U) + dx(V)    gyz = dz(V) + dy(W)    gzx = dx(W) + dz(U)

 

                      { Stresses }

   Sx  =  C11*ex + C12*ey + C13*ez

   Sy  =  C12*ex + C22*ey + C23*ez

   Sz  =  C13*ex + C23*ey + C33*ez

   Txy =  C44*gxy    Tyz =  C44*gyz    Tzx =  C44*gzx

 

               { find mean Y and Z translation and X rotation }

   Vol = Integral(1)

 

               { scaling factor for displacement plots }

    Mt =0.1*globalmax(magnitude(x,y,z))/globalmax(magnitude(U,V,W))

 

INITIAL VALUES

   U = 1.0e-5    V = 1.0e-5    W = 1.0e-5

 

EQUATIONS

   { we assume sinusoidal oscillation at angular frequency omega =sqrt(lambda) }

   U:        dx(Sx) + dy(Txy) + dz(Tzx) + lambda*rho*U = 0   { the U-displacement equation }

   V:        dx(Txy) + dy(Sy) + dz(Tyz) + lambda*rho*V = 0   { the V-displacement equation }

   W:        dx(Tzx) + dy(Tyz) + dz(Sz) + lambda*rho*W = 0   { the W-displacement equation }

 

CONSTRAINTS

   integral(U)=0                       { eliminate translations }

   integral(V)=0

   integral(W)=0

   integral(dx(V)-dy(U)) = 0           { eliminate rotations }

   integral(dy(W) - dz(V)) = 0

   integral(dz(U) - dx(W))  = 0

 

EXTRUSION

   surface "bottom" z = -thick / 2

   layer "plate"

   surface "top" z = thick / 2

 

BOUNDARIES

   region 1  { all sides, and top and bottom, are free }

       start( -wide/2, -long/2 )

       line to ( wide/2, -long/2 )

       line to ( wide/2, long/2 )

       line to ( -wide/2, long/2 )

       line to close

 

MONITORS

   grid(x+Mt*U,y+Mt*V,z+Mt*W)  as "Shape"

       report sqrt(lambda)/(2*pi) as "Frequency in Hz"

 

PLOTS

   contour( W ) on z = 0 as "Mid-plane Displacement"

       report sqrt(lambda)/(2*pi) as "Frequency in Hz"

   grid(x+Mt*U,y+Mt*V,z+Mt*W)  as "Shape"

       report sqrt(lambda)/(2*pi) as "Frequency in Hz"

 

   summary

       report lambda

       report sqrt(lambda)/(2*pi) as "Frequency in Hz"

 

END