Search found 386 matches
- 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?
- 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...
- 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...
- 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
We will update the OpenSeesMP version in DesignSafe in the near-future
- 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 ...
- 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...
- 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...
- 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?
Or did I misunderstand something?
- 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
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
- 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
However, it does not have any reaction.
Instead in the monitor, I use the control node for displacement and the base nodes for reactions