asdeasoft.net

Can you send us a file (the SCD preprocessor file) so that we can test it?

When you do not assign any element property to the auxiliary face, STKO will not generate any OpenSees Element in the TCL files, but it will only write the nodes of the auxiliary face. And this is exactly what you want: these "floating" nodes will have 3 DOFs (because they don't have a UP element) s...

The constrained (soil) node must have 3 DOFs. So if your soil model is a U-P (4 DOFs) your best choice is to: create an auxiliary face coinciding with the face of the solid domain that will be in contact with the beam. You can do it by using the Extract command. do not assign any physical or element...

Yes, the OpenSeesMP version in DesignSafe does not have this material which is an external DLL.
We will update the OpenSeesMP version in DesignSafe in the near-future

Oh Yes, that's right. PDMY01 puts into the stress output also other internal variables. Thus STKO does not recognize it as a stress tensor, therefore it does not rename the components and it does not compute stress invariants. The PDMY02 allows you to output optionally only the stress tensor with 6 ...

Boundary conditions and property assignments will remain after any CAD operation, that is, they will be transferred to new geometries upon any change, as in boolean operations. If you want to make sure, after your boolean operations, edit the boundary condition. It will then select the entities on w...

How can I capture the stress-strain model of the concrete and steel bar material? I want to plot it to excel. Can the material test from STKO exported to the excel? In the current version of STKO you cannot export the data in the chart, we will do it in the next version. However, a temporary workar...

The fact that you see 0 in the 3rd column, is because the gauss index is 0-based. If you proceed with the extraction, it should extract what you're asking for.

Or did I misunderstand something?

Dear jimmerladen,

We are sorry you are experiencing difficulties. We have responded to your email and will continue working with you to solve the issue there.

Best wishes,

STKO Team

This is because probably you are trying to extract both displacement and reaction at the same node (control node).
However, it does not have any reaction.

Instead in the monitor, I use the control node for displacement and the base nodes for reactions