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000461
2020-02-04

Nodal Supports with Nonlinear Properties

Is it possible in RFEM or RSTAB to define a nodal support in such a way that it does not absorb any lifting forces?


Answer:

It is possible to provide nodal supports with nonlinear properties (failure criteria for tensile or compressive forces, working and stiffness diagrams).

The list of nonlinearities includes the following options:

  • Failure of component if support force or moment is negative or positive
  • Complete failure of support if support force or moment is negative or positive
  • Partial activity
  • Graph
  • Friction depending on remaining support forces

Failure if support force/moment is negative or positive

Both options represent an easy way to control whether the support can only take positive or negative forces/moments: If the internal force (a force or a moment) acts in the prohibited direction, this particular component of the support fails. The remaining restraints stay effective.

Failure all if support force/moment is negative or positive

In contrast to the above-mentioned failure of a single component, the support fails completely once the component is ineffective.

Supports acting nonlinearly are displayed by a different color in the graphic. In the table, the support elements with nonlinear properties are indicated by a blue check box.


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