This boundary condition results in a distributed load, normal to the assigned entities. Figure 1 shows the setup window for this boundary condition. By clicking on the highlighted button, it’s also possible to define the (P) Pressure value via a table or formula input:
In contrast to an ordinary pressure boundary condition, the follower pressure is inherently nonlinear, as it will dynamically adapt during the simulation. The following conditions are taken into account:
This dependence on the deformed state of the geometry makes this a nonlinear boundary condition type. Therefore, it is not applicable in any linear analysis type, such as linear static and harmonic.
Find below a nonlinear study, comparing both pressure boundary conditions applied to a beam. The set up of both cases is identical, except for the type of boundary condition.
In the figure above, the pressure is being applied to the top face of the beam. The blue-shaded beam indicates the original, undeformed structure, before pressure was applied. As the beam starts to undergo deformation, the follower pressure adapts to the new configuration, always applying forces normal to the top face.
Figure 3 shows the results for an ordinary pressure boundary condition:
Once again, the blue-shaded beam indicates the initial position. The resulting displacement is very different from the previous one, since the pressure boundary condition won’t dynamically adapt to the beam’s deformations.
Last updated: October 12th, 2020
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