Problem with stressStrain recorder for zeroLengthSection

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Deniz
Posts: 26
Joined: Wed Aug 31, 2005 2:34 am
Location: METU
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Problem with stressStrain recorder for zeroLengthSection

Post by Deniz »

Silvia,

I cannot monitor stress-strain response of a zeroLengthSection element. I get a blank screen (no output) while performing a simple moment-curvature analysis. The script is based on opensees manual's script util. lib.

Is there a limitation for this element type or am I doing something wrong?

Thank you in advance.

Here are the related portions of script:

# Units in KN m
# Cover Concrete - C10
set Ec1 24277.0e3;
set fck1 -10.0e3;
set fcu1 -8.5e3;
set eco1 -0.0008;
set ecu1 -0.003;
uniaxialMaterial Concrete01 1 $fck1 $eco1 $fcu1 $ecu1;
# RC_Rsection $id $h $b $cover $coreID $coverID $steelID $numBars $barArea $nfCoreY $nfCoreZ $nfCoverY $nfCoverZ;
RC_Rsection 1 0.3 0.3 0.015 1 1 101 \
2 1.54e-4 \
30 30 3 3;
element zeroLengthSection 1 1 2 1;
recorder Element -file Out/StressStrain.txt -ele 1 section 1 fiber 0.135 0.0 1 stressStrain;
Deniz Utkutug
METU, Turkey
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

make sure your RC_section procedure is done properly.
also, what analysis do you submit it to?
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Deniz
Posts: 26
Joined: Wed Aug 31, 2005 2:34 am
Location: METU
Contact:

Post by Deniz »

Silvia,

It was a simple moment curvature analysis of a rectangle section. But, I think I have figured out the problem. Changing script into following form solved the problem. In other words omitting section number is a "must".

previously:
recorder Element -file Out/StressStrain.txt -ele 1 section 1 fiber 0.135 0.0 1 stressStrain;

now:
recorder Element -file Out/StressStrain.txt -ele 1 section fiber -0.135 0.0 1 stressStrain;

However, one point is still unresolved. I have found that compression side of the rectangular section remained at the bottom instead of top according to right hand rule; based on local XS coordinates (i.e. positve moment about local z axis??? is it?). Hence I had to put -0.135 for y local ordinate.

The point is that it is rather confusing to utilize global force vector on local XS ordinate and/or abscissa.

Regards.

NOT: Rectangle XS fiber construction is again from opensees command language manual.
Deniz Utkutug
METU, Turkey
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

i think that may actually be a bug that has recently been fixed.
it is a holiday here, so frank may not confirm this until monday.
silvia
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Deniz
Posts: 26
Joined: Wed Aug 31, 2005 2:34 am
Location: METU
Contact:

Post by Deniz »

Happy thanksgiving.
Deniz Utkutug
METU, Turkey
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