reinforcingsteel as moment-rotation
Moderators: silvia, selimgunay, Moderators
reinforcingsteel as moment-rotation
I've been struggling to find a material that includes the Bauschinger effect that can also model strength degradation. Ideally, I would like to put inelastic rotational springs at the joints between elastic members in a steel frame.
To start with, I have modeled a cantilevered column with a rotational spring at the base, and performed pushover tests. I have tried to use the ReinforcingSteel material to define a moment-rotation relationship and use its fatigue parameters to model degradation. With an essentially rigid column, this approach works well. Unfortunately, introducing flexibility into the column element causes numerical issues that I haven't been able to resolve, with or without fatigue defined.
I have also tried to use the beamwithhinges element and define a moment-curvature relationship within the base hinge length. Using the reinforcingsteel material gives a "bad trial strain" warning, accompanied by numerical issues.
I understand that the ReinforcingSteel material is not meant for moment-curvature or moment-rotation models, but what else is there that has the traditional steel behavior and can incorporate strength degradation (be it cyclic or energy-based)? Are there any plans to incorporate degradation into Steel02 or similar?
To start with, I have modeled a cantilevered column with a rotational spring at the base, and performed pushover tests. I have tried to use the ReinforcingSteel material to define a moment-rotation relationship and use its fatigue parameters to model degradation. With an essentially rigid column, this approach works well. Unfortunately, introducing flexibility into the column element causes numerical issues that I haven't been able to resolve, with or without fatigue defined.
I have also tried to use the beamwithhinges element and define a moment-curvature relationship within the base hinge length. Using the reinforcingsteel material gives a "bad trial strain" warning, accompanied by numerical issues.
I understand that the ReinforcingSteel material is not meant for moment-curvature or moment-rotation models, but what else is there that has the traditional steel behavior and can incorporate strength degradation (be it cyclic or energy-based)? Are there any plans to incorporate degradation into Steel02 or similar?