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Elastic Foundation - slab

Elastic Foundation - slab

Elastic Foundation - slab

(OP)
Hi.

I would like to create a model of a slab on elastic foundation.

Does anyone knows how to do it using ANSYS?
Is the "EFS" propertie of the elements the way? (I used shell63)

I tried to do with de EFS and without displacement boundary conditions. It wasn´t a sucessuful way.
How do I do?
HELP!

Thanks in advance.
MCerq.

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