I am getting the following error: “Supports with the following indexes: 73,3535,5065,8494
There are already supports defined identical degrees of freedom at the same position. In case you sum up the reactions of all supports this will lead to a wrong resultant reaction force” when i input my supports? How can i rectify the warning message? im using an imported 3D scanned mesh for analysis.
okay i got it! thanks! I have another issue. im trying to do a simple compression test on the above cylinder and I’m using load case 0 to apply point loads on a list of points (top of the cylinder) but the results i’m getting seem pretty extreme eventhough the supports at the bottom of the cylinder are fixed in all directions (translation & rotation).
Disclaimer: I’m aware that the method used to filter the required points for both the supports and loads are inaccurate especially since the surface is irregular but i’m trying to see if I can set the simulation up to begin with hahaha so any help will be great!
the model is actually of a scanned 3D sample and the actual diameter is in the milimeters. Is there away to change the units i’m working with in Karamba3D? Also is the thickness of the concrete changed using the height parameter? Thanks!