Steel Material

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

Post Reply
a.salmanpour
Posts: 11
Joined: Sun Nov 05, 2006 2:00 am
Location: IIEES

Steel Material

Post by a.salmanpour »

Hi
I want to model buckling restrained braces (BRBs).
How can I define bilinear steel material with different yield stress in tension and compression?
Thanks
A.SALMANPOUR
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

use the hysteretic material.

and/or you might want to loo at the: Fatigue Material
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
a.salmanpour
Posts: 11
Joined: Sun Nov 05, 2006 2:00 am
Location: IIEES

Post by a.salmanpour »

silvia wrote:use the hysteretic material.

and/or you might want to loo at the: Fatigue Material
Hi
I examine the hysteretic material but this material shows pinching behavior.
How can I define bilinear steel material with different yield stress in tension and compression without pinching behavior?
thanks
A.SALMANPOUR
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

you can play with pinchX and pinchY to not have pinching behavior (compare pinchX=0.2 pinchY=0.8 to pinchX=0.8 pinchY=0.2).
the curved looks like that of steel02, except for the lack of smoothness, but you can have a trilinear curve.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
a.salmanpour
Posts: 11
Joined: Sun Nov 05, 2006 2:00 am
Location: IIEES

Post by a.salmanpour »

silvia wrote:you can play with pinchX and pinchY to not have pinching behavior (compare pinchX=0.2 pinchY=0.8 to pinchX=0.8 pinchY=0.2).
the curved looks like that of steel02, except for the lack of smoothness, but you can have a trilinear curve.
Hi
How does hysteretic material consider kinematic and isotropic hardening?

thanks
A.SALMANPOUR
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

i don't think it does, you may have to put it in parallel with the hardening material.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Post Reply