force-deflection curve

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

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esi_opensees
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Post by esi_opensees »

in the hysteretic material command we can assign only 3 points for the negative direction and 3 points for the positive direction.if we want define more points,how can we do it?
i used the example which imancivil mentioned above, the opensees gives error. would you please help me?

uniaxialMaterial Hysteretic 1 0 0 0.458 2525.76 2e 2525.76 -5 -2140 -8 -1100 -16e -800 -24 -550 -36 -460 -60 -360 -100 -250
silvia
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Post by silvia »

first of all, if you define the third slope negative, the envelope actually has a fouth zero tangent beyond the maximum strain defined in eps3....
beyond that, you have to use a parallel material.
have you looked at pinching4?
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
WhiteNoise
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Joined: Sun Nov 16, 2008 6:55 pm
Location: KU

Post by WhiteNoise »

Hello,
I've read the manual however, I couldn't find the proper material to model a only tension element.
The material I want to model has the following stress-strain relationship:
eps= -0.005 0 stress= 75.0
eps= -0.0025 stress=100.0
eps= -0.0000 stress=300.0
eps= 0.0025 stress=600.0
eps= 0.0050 stress=800.0
Could you kindly give me an advise?
Thanks in advance.
silvia
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Post by silvia »

try playing with the hysteretic material.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
WhiteNoise
Posts: 14
Joined: Sun Nov 16, 2008 6:55 pm
Location: KU

Post by WhiteNoise »

[quote="silvia"]try playing with the hysteretic material.[/quote]

I omitted to mention that I did try with hysteretic material but the results seem to be weird. Another suggestion?
If not, I'll keep trying with hysteretic material.
Thank you.
silvia
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Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

don't know enough about what you are trying to.
play around with a simple case, but remember, the more complicated you make it, the more likely it is to cause problems.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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