Dear STKO team,
As shown in the figure, I can only divide the composite section into triangles in STKO, but I want to divide this composite section into quadrangles. How is it implemented in STKO? What is the influence of the composite section divided into triangles and quadrangles on the simulation ...
Search found 5 matches
- Mon Dec 05, 2022 3:34 am
- Forum: Property
- Topic: Fiber section division
- Replies: 1
- Views: 998
- Tue Nov 15, 2022 3:35 am
- Forum: Property
- Topic: ReinforcingSteel
- Replies: 1
- Views: 1106
ReinforcingSteel
Dear STKO team,
Hello, I want to know how to use GABuck, CMFatigue and MPCurveParams in the ReinforcingSteel material in STKO. For example, I have entered the above three parameters, but MPCurveParams and CMFatigue are not shown in the output TCL code. How can I combine these three parameters?
Hello, I want to know how to use GABuck, CMFatigue and MPCurveParams in the ReinforcingSteel material in STKO. For example, I have entered the above three parameters, but MPCurveParams and CMFatigue are not shown in the output TCL code. How can I combine these three parameters?
- Thu Jul 07, 2022 8:03 am
- Forum: Property
- Topic: DamageTC3D
- Replies: 21
- Views: 13535
Re: DamageTC3D
Dear STKO teams，
I built two models of reinforced concrete short columns in compression. The first model built two steel plates following your example, but the results did not converge; the second model used node to node links with interaction and finely meshed the steel plates, but the force ...
I built two models of reinforced concrete short columns in compression. The first model built two steel plates following your example, but the results did not converge; the second model used node to node links with interaction and finely meshed the steel plates, but the force ...
- Fri Jun 17, 2022 2:19 am
- Forum: Post processing and data visualization
- Topic: How to extract the element force in fiber section
- Replies: 8
- Views: 4147
Re: How to extract the element force in fiber section
Dear STKO Team,
At present, I have built two nodes at the same position in STKO, and they are connected by node to node links. I want to assign the BondSP01 material to the Zero-length section element to simulate bond slip. How to implement it in STKO, can you give a simple example?
At present, I have built two nodes at the same position in STKO, and they are connected by node to node links. I want to assign the BondSP01 material to the Zero-length section element to simulate bond slip. How to implement it in STKO, can you give a simple example?
- Fri May 20, 2022 3:37 am
- Forum: Post processing and data visualization
- Topic: How to extract the element force in fiber section
- Replies: 8
- Views: 4147
How to extract the element force in fiber section
Dear STKO Team，
I study the hysteretic behavior of bridge piers by applying axial static and horizontal cyclic loads. I checked element force in the Recorder, but I don't know how to extract the horizontal force applied to the bridge pier in the post-processing interface. Please help me, thank you!
I study the hysteretic behavior of bridge piers by applying axial static and horizontal cyclic loads. I checked element force in the Recorder, but I don't know how to extract the horizontal force applied to the bridge pier in the post-processing interface. Please help me, thank you!