ebdoep22
Aerospace
- Jan 14, 2013
- 21
I need to be able to model pressure loads on a surface which change with displacement. As a simple example imagine a cantilever beam with tip load which does not change pushing down. This motion is resisted by a pressure load on the bottom surface which is a function of displacement in the y-direction. For instance the pressure load could be press=Y^3 so initially there is no pressure on the bottom surface, but once it is displaced the pressure would increase cubic with y-dir displacement, and an equilibrium would be found between the tip load down and variable pressure surface up. In a away this would be like attaching a nonlinear spring, but continuously across the surface.
I know how to apply a distributed load on a surface using an expression and surface tractions, but it only evaluates the surface position at the beginning of the step and does not change the applied surface as the structure deforms.
I know how to apply a distributed load on a surface using an expression and surface tractions, but it only evaluates the surface position at the beginning of the step and does not change the applied surface as the structure deforms.