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Varying Winkler foundation problem

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StevenKatzeff

Mechanical
Aug 12, 2008
37
Hi,

The following is the differential equation for a beam on a varying-stiffness elastic foundation. Essentially the beam sits on a cantilever, whose stiffness varies to the third power with length. Does anybody know how to solve such an equation as a closed form solution (if possible)?

E*I*y(x)''''+k*y(x)/x^3=0

where k is a constant.
 
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See thread507-321520 in Structural Engineering forum.
 
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