Error using OpenSeesSP

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and OpenSees using the new interpreters OpenSeesSP and OpenSeesMP

Error using OpenSeesSP

Postby dgale » Thu Feb 01, 2018 10:15 am

Hello everyone,
I'm starting to use OpenSeesSP and I have got that it works using 1 core but when I apply for more than 1 core, I obtain the following:

Example for 4 cores:
........................
job aborted:
rank: node: exit code [: error message]
0: WIN-VC9M7QD7A0: 123
1: WIN-VC9M7QD7A0: 123
2: WIN-VC9M7QD7A0: -1073741819: process 2 exited without calling finalize
3: WIN-VC9M7QD7A0: 123
........................

Whot does it mean? What can I do?

Thanks in advance
dgale
 
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Re: Error using OpenSeesSP

Postby OmerOdabasi » Sat Apr 28, 2018 11:54 am

I am encountering the the exact same problem. I have two different models. One of them runs fine on all threads but the other one can only run on one core?

Does anybody have an idea what might be causing such error?

Ömer.
PhD. Candidate
Earthquake Engineering
ROSE School - IUSS Pavia
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Re: Error using OpenSeesSP

Postby OmerOdabasi » Sun Apr 29, 2018 12:47 am

Okay, I seemed to have found the source of my own problem. I'll write it down here just for the records.

In my model I had some SHELLMITC4 elements and they inherited LayeredShell sections. Apparently, Mumps doesn't like it. Soon as I switched to ElasticMembranePlateSection, things went back to normal.

Ömer.
PhD. Candidate
Earthquake Engineering
ROSE School - IUSS Pavia
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Re: Error using OpenSeesSP

Postby fmk » Wed May 02, 2018 8:39 pm

thanks .. probably LayeredShellSection is not working in parallel.

can you post the section and materials commands
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Re: Error using OpenSeesSP

Postby OmerOdabasi » Tue May 15, 2018 1:48 am

Please find them below:

****************************************************
M A T E R I A L S
****************************************************

# --------------------------------------------------------------------------------------------------------------------------------------------------
# U N I A X I A L : S T E E L 0 2
# --------------------------------------------------------------------------------------------------------------------------------------------------
# uniaxialMaterial Steel02 $matTag $Fy $E $b $R0 $cR1 $cR2 [$a1 $a2 $a3 $a4 $sigInit]
# --------------------------------------------------------------------------------------------------------------------------------------------------
uniaxialMaterial Steel02 800 465000 2E+08 0.0005 18.5 0.925 0.15;
uniaxialMaterial MinMax 100 800 -min -0.035 -max 0.1 ;

uniaxialMaterial Steel02 801 465000 2E+08 0.0005 18.5 0.925 0.15;
uniaxialMaterial MinMax 101 801 -min -0.1 -max 0.1 ;

# --------------------------------------------------------------------------------------------------------------------------------------------------
# n D M A T E R I A L : P L A N E U S E R S T R E S S M A T
# --------------------------------------------------------------------------------------------------------------------------------------------------
# nDMaterial PlaneStressUserMaterial $matTag 40 7 $fc $ft $fcu $epsc0 $epscu $epstu $stc
# --------------------------------------------------------------------------------------------------------------------------------------------------
nDMaterial PlaneStressUserMaterial 2000 40 7 31250 1960 -6275 -0.0024 -0.006 0.001 0.08;
nDMaterial PlaneStressUserMaterial 2001 40 7 40370 1960 -8074 -0.0085 -0.044 0.001 0.08;

# --------------------------------------------------------------------------------------------------------------------------------------------------
# n D M A T E R I A L : P L A T E F R O M P L A N E S T R E S S
# --------------------------------------------------------------------------------------------------------------------------------------------------
# nDMaterial PlateFromPlaneStress $newmatTag $matTag $OutofPlaneModulus
# --------------------------------------------------------------------------------------------------------------------------------------------------
nDMaterial PlateFromPlaneStress 2500 2000 1.0584E+07;
nDMaterial PlateFromPlaneStress 2501 2001 1.0584E+07;

# --------------------------------------------------------------------------------------------------------------------------------------------------
# n D M A T E R I A L : P L A T E R E B A R
# --------------------------------------------------------------------------------------------------------------------------------------------------
# nDMaterial PlateRebar $newmatTag $matTag $sita
# --------------------------------------------------------------------------------------------------------------------------------------------------
nDMaterial PlateRebar 3000 100 90;
nDMaterial PlateRebar 3001 101 0;


****************************************************
S E C T I O N
****************************************************
section LayeredShell 2 8 2500 0.025 3001 0.000335 3000 0.000443 2500 0.0991 2500 0.0991 3000 0.000443 3001 0.000335 2500 0.025;
PhD. Candidate
Earthquake Engineering
ROSE School - IUSS Pavia
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Re: Error using OpenSeesSP

Postby dgale » Thu Jul 05, 2018 5:50 am

Thank you very much, I also use LayeredShell sections.
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Re: Error using OpenSeesSP

Postby paysheen » Wed Dec 12, 2018 9:45 am

So, is not it possible to use shellmitc4 via openseesSP?
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