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Hello everyone,
Just a quick update on this post — the model was having issues due to the steel constitutive law being used. After switching to the HystereticSM model, the results were satisfactory.

Best regards!

Here is the file.

Hello everyone,

I am recreating the column studied by Mo & Wang (2002). For the analysis, I am using Steel02 for the reinforcing steel and ASDConcrete3D for the concrete.

After several iterations, I have noticed that the material behavior is highly sensitive to the Cross-Damage Factor (CDF ...

Thank you!

Thanks for your contribution.

Dear Community,

I am working on modeling reinforced concrete structures using the ASDConcrete3D element within the context of micromodeling. I would like to request your help in finding bibliographic references, articles, theses, or manuals that cover the parameters used in this model.

I would ...

Good morning, everyone.

I am trying to develop the Haselton reinforced concrete model ID1010. I am attempting to incorporate soil-structure interaction by using a zero-length spring at the base of the column. However, when I include it, the model becomes unstable or fails. I am unable to identify ...

Thank you very much for your response.

I am developing a model of a concrete frame. However, when introducing the RCJointModel3D, the model encounters problems. I observe that the deformations tend to move out of plane, and I cannot determine the error. Please, could you help me with any suggestions? Thank you!

I have developed a 2D planar model where I performed a modal analysis and an analysis under gravitational loads. When evaluating the results, I noticed that the deformation due to vertical loads is adequate; however, the direction of the moments is incorrect. This issue prevents the plastic hinges I ...