Hi, You might do the followings:
1] Model the concrete part using solid (ASDConcrete3D)
2] bonded rebars as embedded dispBeamColumn element with slip (ASDEmbeddedRebarWithSlip) interface between concrete and rebar,
3] the unbonded steel rebars as displBeamColumn element but without any embedment or ...
Search found 468 matches
- Wed Feb 11, 2026 9:44 am
- Forum: Get Started Discussion
- Topic: Non-bonded segment
- Replies: 7
- Views: 644
- Wed Mar 12, 2025 10:47 am
- Forum: Post Processor
- Topic: Issue with the results after applying prescribed nodal value
- Replies: 3
- Views: 2496
Re: Issue with the results after applying prescribed nodal value
Hi, "Plain" constraint handler cannot enforce non-homogeneous (non-zero) constraints directly. That is why the warning was given before the analysis mentioning that homogeneous (zero) constraints is assumed. So, you can use either "Penalty" or "Transformation" or "Lagrange" constraints in the ...
- Wed Mar 12, 2025 10:18 am
- Forum: Geometry
- Topic: Issue in extrude for curved members
- Replies: 4
- Views: 2543
Re: Issue in extrude for curved members
Hi, why don't you try cutting the prism with an inclined plane instead of using extrude command.
- Wed Mar 12, 2025 10:04 am
- Forum: Analysis
- Topic: 3D masonry wall
- Replies: 1
- Views: 395
Re: 3D masonry wall
Hi, You can post it here or contact me personally at [email protected]
- Mon Mar 10, 2025 7:37 am
- Forum: Post Processor
- Topic: RE: MPCORecorder error
- Replies: 3
- Views: 2437
Re: RE: MPCORecorder error
Hi, I think STKO Team meant any spacing in the kperm string. For example, if your kperm is "Hi there", you can notice the space between Hi and there.
- Sat Mar 08, 2025 11:18 am
- Forum: Geometry
- Topic: Modeling of beam-column joints
- Replies: 1
- Views: 2306
Re: Modeling of beam-column joints
Hi, There is one issue with your model - review at how you model the connection between the beam and slab. Attached figure shows the issue. Also, I don't think you can aggregate section response in dispBeamColumn elements, only forceBeamColumn works with the aggregators. There may be other issues as ...
- Sat Mar 08, 2025 10:11 am
- Forum: Get Started Discussion
- Topic: How to solve the following problem
- Replies: 1
- Views: 2320
Re: How to solve the following problem
Hi, Please define "Local Axis" as seen in other elements and assign it to the element that needs modification. To understand about local axis, please refer to STKO manual document.
- Sat Mar 08, 2025 7:50 am
- Forum: Analysis
- Topic: Incorrect Analysis
- Replies: 3
- Views: 594
Re: Incorrect Analysis
Hi,
I've reviewed your models and it appears the problem lies in how the soil's solid component is being handled. there's likely an inconsistency stemming from the soil geometry creation using the selection set. (Remember to ensure the "selection geometry" option is always enabled.)
The deformed ...
I've reviewed your models and it appears the problem lies in how the soil's solid component is being handled. there's likely an inconsistency stemming from the soil geometry creation using the selection set. (Remember to ensure the "selection geometry" option is always enabled.)
The deformed ...
- Thu Mar 06, 2025 6:43 am
- Forum: Interaction
- Topic: interaction
- Replies: 1
- Views: 2407
Re: interaction
Hi,
[1] Please attached file below. You can see the fiber Gauss points under 'Beam/Shell Fiber Color Map'
[2] This is strange. Check how you establish the interaction between the tunnel and soil elements
[3] Open a plot under 'Deformed Shape' -> Select the node where the displacement is required ...
[1] Please attached file below. You can see the fiber Gauss points under 'Beam/Shell Fiber Color Map'
[2] This is strange. Check how you establish the interaction between the tunnel and soil elements
[3] Open a plot under 'Deformed Shape' -> Select the node where the displacement is required ...
- Mon Mar 03, 2025 5:13 pm
- Forum: Get Started Discussion
- Topic: Geometry limits exceeded
- Replies: 1
- Views: 2112
Re: Geometry limits exceeded
Hi, Do you work with limited/trial version of STKO? There is restriction on number of elements that you can use in limited trial version. Please check it.