reinforcingsteel as moment-rotation

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bkosbab
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Joined: Tue Nov 14, 2006 12:15 pm
Location: Georgia Institute of Technology

reinforcingsteel as moment-rotation

Post by bkosbab »

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?
silvia
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Post by silvia »

you could use any material in moment-curvature, but reinforcing steel is not a fully developed material.
you might want to combine hysteretic material and steel02 in parallel....
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
bkosbab
Posts: 30
Joined: Tue Nov 14, 2006 12:15 pm
Location: Georgia Institute of Technology

Post by bkosbab »

I understand how that could provide a degrading backbone curve, but do you have any suggestion for including cyclic strength degradation?
silvia
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Post by silvia »

i think hysteretic has it.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
bkosbab
Posts: 30
Joined: Tue Nov 14, 2006 12:15 pm
Location: Georgia Institute of Technology

Post by bkosbab »

Thanks, I see it now. I'll play around with hysteretic and steel02 in parallel.
silvia
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Joined: Tue Jan 11, 2005 7:44 am
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Post by silvia »

i'd just make sure that hysteretic alone doesn't do all you really need.
s-
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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