Search found 386 matches

by STKO Team
Thu Jan 14, 2021 9:59 am
Forum: Post processing and data visualization
Topic: Cannot show pore pressure response
Replies: 3
Views: 20

Re: Cannot show pore pressure response

Can you send us a file (the SCD preprocessor file) so that we can test it?
by STKO Team
Thu Jan 14, 2021 9:57 am
Forum: Interaction
Topic: soil-structure interaction continuum model
Replies: 23
Views: 2013

Re: soil-structure interaction continuum model

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...
by STKO Team
Wed Jan 13, 2021 9:58 am
Forum: Interaction
Topic: soil-structure interaction continuum model
Replies: 23
Views: 2013

Re: soil-structure interaction continuum model

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...
by STKO Team
Wed Jan 13, 2021 9:46 am
Forum: OpenSees MP
Topic: DesignSafe OpenSeesMP-STKO
Replies: 1
Views: 35

Re: DesignSafe OpenSeesMP-STKO

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
by STKO Team
Wed Jan 13, 2021 9:43 am
Forum: Post processing and data visualization
Topic: Extract data from integration points
Replies: 4
Views: 130

Re: Extract data from integration points

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 ...
by STKO Team
Mon Jan 11, 2021 6:01 pm
Forum: Interaction
Topic: iNTERACTION PROPERTY
Replies: 1
Views: 103

Re: iNTERACTION PROPERTY

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...
by STKO Team
Mon Jan 11, 2021 5:58 pm
Forum: Property
Topic: Material Test
Replies: 7
Views: 1750

Re: Material Test

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...
by STKO Team
Mon Jan 11, 2021 5:46 pm
Forum: Post processing and data visualization
Topic: Extract data from integration points
Replies: 4
Views: 130

Re: Extract data from integration points

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?
by STKO Team
Mon Jan 11, 2021 9:21 am
Forum: Installation issues
Topic: STKO can't run with warning
Replies: 1
Views: 118

Re: STKO can't run with warning

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
by STKO Team
Sat Jan 09, 2021 11:26 am
Forum: Analysis
Topic: MPCO RECORDER ERROR
Replies: 9
Views: 187

Re: MPCO RECORDER ERROR

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