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| Figure 1: Translation | Figure 2: Rotation |
The displacements are imposed on either one or two boundaries with all other boundaries defined as force-boundaries without any load such that no displacements are prevented. Thus given displacements have to spread over the whole domain without any resulting forces.
References
[1] Knothe, K; Wessels, H.: Finite Elemente, Springer Verlag 1992, Berlin, Heidelberg,
New York
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CSM 1 |