Hi,
I like to give to a structure GRAV load and additional enforced displacement.
All calculatet with Radioss Bulk data for large displacements - NLGEOM
To see model: rename attached .jpg to.hm
All displacements ( zero and enforced ) are in the same load collector.
The results seem to be wrong- the model part without enforced displacement should have max deformation ~ 131mm.
Will it be better to increase the enforced displacement linear to the end of calculation?
How to manage?
( SPCD, TABLED1, NLOAD, NLOAD1 ) ?
Can you send me a link to a tutorial combining GRAV and SPC for Radioss / bulk / NLGEOM?
or
Can you correct the given model and send it back?
ThankX Dirk

