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2019-11-29

Optimal Definition of Surface Supports in RFEM and RSTAB

In a model with surface supports, the calculation does not converge, or it results in very large deformations and implausible stresses. Why?


Answer:

The definition of surface supports should be as close to reality as possible. Experience shows that the equation solver works most efficiently in this way. For simplification reasons, degrees of freedom are often defined as "fixed". However, this may have a great impact on the overall stiffness matrix and cause numerical problems (see Image 01).

To avoid numerical problems, it is better to work with springs. It is often sufficient to define very stiff springs (see Image 02). The same applies to the foundation perpendicular to the surface. You can find more information in [1] and by clicking the links below this FAQ.


Author

Gerhard works in product engineering in the field of timber structures and also assists with customer support. He draws on his development experience to create practical and actionable solutions.

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