Registriert: Do Jul 31, 2008 11:11 am Beiträge: 126 Wohnort: Zürich
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Unfortunately the cracking of springs is a non linear effect ...
As far as I know the bedding of the area elements is cracking at least in vertical direction. So you have to create the non linear combinations you want to check for buoyancy (Task: "Load case combination manager") and then to calcualate them with ase (Task: "Calculation of non linear load cases").
If you want them to crack in horizontal directions you must work with single springs.
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