Minsurf
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minsurf04
{ MINSURF.PDE
***********************************************************
This example shows the application of FlexPDE to the non-linear problem
of surface tension or "minimal surface".

The surface area of an infinitesimal rectangular patch of an arbitrary
surface

U = U(x,y)

is (by the Pythagorean theorem)

dA = dx*dy*sqrt[1 + (dU/dx)**2 + (dU/dy)**2],

where dx and dy are the projections of the patch in the X-Y plane.

The total surface area of a function U(x,y) over a domain is then

A = integral(dx*dy*sqrt[1 + dx(U)**2 + dy(U)**2])

For the function U to have minimal surface area, it must satisfy the
Euler equation

dx(dF/dUx) + dy(dF/dUy) - dF/dU = 0

where

F = sqrt[1 + (dU/dx)**2 + (dU/dy)**2]

dF/dUx = (dU/dx)/F

dF/dUy = (dU/dy)/F

dF/dU = 0

The equation for the minimizing surface is therefore (in FlexPDE notation):

dx((1/F)*dx(U)) + dy((1/F)*dy(U)) = 0

This is analogous to a heatflow problem

div(K*grad(T)) = 0

where the conductivity has the value

K = 1/F

This is a highly nonlinear problem, in that the conductivity, K, becomes
small in regions of high gradient, which tends to increase the gradient
even more.

In the present example, we stretch a soap-bubble across a square bent wire
frame, in which the first quadrant of the boundary has been bent inward
and raised up.

*************************************************************** }


title "MINIMAL SURFACE"

Variables
u

definitions
size = 6
a
pressure = 0
r = sqrt(x^2+y^2)

equations
div(a*grad(u)) + pressure = 0

boundaries
Region 1
a = 1/sqrt(1+grad(u)**2)
start(-size,-size)
   value(u)=0   line to (size ,-size) to (size,0)
   value(u) = size-r   line to (size/2,0)
   value(u) = size/2   arc(center=size/2,size/2) angle -90
   value(u) = size-r   line to (0,size)
   value(u) = 0   line to (-size,size)
   to close

monitors
contour(u)

plots
grid(x,y)
contour(u)
surface(u)

end