Visualisation of the stresses in Post Pro
- Georgi Georgiev
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16 years 9 months ago #2107
by Georgi Georgiev
Visualisation of the stresses in Post Pro was created by Georgi Georgiev
Hello to everybody in the forum,
I started to study the Salome 2 weeks ago and its still quite new for me - but I'm trying to analyze one steel plate using nonlinear assumptions. So I read some examples and the documentation of the program so I've made a code in Eficas using STAT_NON_LINE function and finally Code-Aster is saying that the analysis is OK. But my problem is coming when I try to visualize the stresses in the plate...this is the code I'm using for output of the stresses:
#Compute VonMises Stress / Strain
SolQuad=CALC_ELEM(reuse =SolQuad,
MODELE=MODE,
CHAM_MATER=MATE,
RESULTAT=SolQuad,
OPTION=('SIEF_ELNO_ELGA','EPSI_ELNO_DEPL','EPSP_ELNO','EQUI_ELNO_SIGM','EQUI_ELNO_EPSI',),);
#Write results to MED File
IMPR_RESU(MODELE=MODE,
FORMAT='MED',
UNITE=80,
RESU=(_F(MAILLAGE=MAIL,
RESULTAT=SolQuad,
NOM_CHAM='DEPL',
TOUT_CMP='OUI',),
_F(RESULTAT=SolQuad,
NOM_CHAM='EQUI_ELNO_SIGM',
NOM_CMP='VMIS',),),);
FIN();
I can visualize the deformed shape of the plate and if there is deformations there should be also stresses...but when I right click on the Post-Pro--->MAIL---->Fields--->EQUI_ELNO_SIGM____ nothing happens. What might be wrong in the comm file?
Also I found as a reference one example of similar analysis, but there they are creating a new mesh with quadratic elements and afterwards they are switching back to first order elements with the assumption that Salome can read only data for first order elements. But I think in the newest version you can put as a hypothesis "Quadratic mesh". So Salome can read second order elements? Is this correct and if it is I don't need to switch b/w the two mesh types ?
thanks in advance for the help!
I started to study the Salome 2 weeks ago and its still quite new for me - but I'm trying to analyze one steel plate using nonlinear assumptions. So I read some examples and the documentation of the program so I've made a code in Eficas using STAT_NON_LINE function and finally Code-Aster is saying that the analysis is OK. But my problem is coming when I try to visualize the stresses in the plate...this is the code I'm using for output of the stresses:
#Compute VonMises Stress / Strain
SolQuad=CALC_ELEM(reuse =SolQuad,
MODELE=MODE,
CHAM_MATER=MATE,
RESULTAT=SolQuad,
OPTION=('SIEF_ELNO_ELGA','EPSI_ELNO_DEPL','EPSP_ELNO','EQUI_ELNO_SIGM','EQUI_ELNO_EPSI',),);
#Write results to MED File
IMPR_RESU(MODELE=MODE,
FORMAT='MED',
UNITE=80,
RESU=(_F(MAILLAGE=MAIL,
RESULTAT=SolQuad,
NOM_CHAM='DEPL',
TOUT_CMP='OUI',),
_F(RESULTAT=SolQuad,
NOM_CHAM='EQUI_ELNO_SIGM',
NOM_CMP='VMIS',),),);
FIN();
I can visualize the deformed shape of the plate and if there is deformations there should be also stresses...but when I right click on the Post-Pro--->MAIL---->Fields--->EQUI_ELNO_SIGM____ nothing happens. What might be wrong in the comm file?
Also I found as a reference one example of similar analysis, but there they are creating a new mesh with quadratic elements and afterwards they are switching back to first order elements with the assumption that Salome can read only data for first order elements. But I think in the newest version you can put as a hypothesis "Quadratic mesh". So Salome can read second order elements? Is this correct and if it is I don't need to switch b/w the two mesh types ?
thanks in advance for the help!
- johannes ackva
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16 years 8 months ago #2187
by johannes ackva
Replied by johannes ackva on topic Re:Visualisation of the stresses in Post Pro
I suppose (but am not shure) that fields of the type *_ELNO_* cannot be grafically displayed in Salome.
I use to have always linear meshes in Salome. I also cannot display fields of the type *_ELNO_* . I use to calculate the nodal stress field *_NOE_* and this I can display in Salome.
Regards, Johannes
I use to have always linear meshes in Salome. I also cannot display fields of the type *_ELNO_* . I use to calculate the nodal stress field *_NOE_* and this I can display in Salome.
Regards, Johannes
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16 years 8 months ago #2188
by johannes ackva
Replied by johannes ackva on topic Re:Visualisation of the stresses in Post Pro
I suppose (but am not shure) that fields of the type *_ELNO_* cannot be grafically displayed in Salome.
I use to have always linear meshes in Salome. I also cannot display fields of the type *_ELNO_* . I use to calculate the nodal stress field *_NOE_* and this I can display in Salome.
Regards, Johannes
I use to have always linear meshes in Salome. I also cannot display fields of the type *_ELNO_* . I use to calculate the nodal stress field *_NOE_* and this I can display in Salome.
Regards, Johannes
- J S
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16 years 7 months ago #2213
by J S
Replied by J S on topic Re:Visualisation of the stresses in Post Pro
"I can visualize the deformed shape of the plate and if there is deformations there should be also stresses...but when I right click on the Post-Pro--->MAIL---->Fields--->EQUI_ELNO_SIGM____ nothing happens. What might be wrong in the comm file?"
I have the same problem... right clicking on Equi_Elno_sigm_, choosing Inconnu/Scalar map and nothing happens. I can see the deformation ok.
same problem on CAELinux 2007 and latest CAELinux 2008 install.
Suggestions on where to check for the source of the problem? I know it's worked at one point (2007 Beta 3b) as I went through the piston tutorial and saw stresses there.<br /><br />Post edited by: J S, at: 2008/08/27 08:35
I have the same problem... right clicking on Equi_Elno_sigm_, choosing Inconnu/Scalar map and nothing happens. I can see the deformation ok.
same problem on CAELinux 2007 and latest CAELinux 2008 install.
Suggestions on where to check for the source of the problem? I know it's worked at one point (2007 Beta 3b) as I went through the piston tutorial and saw stresses there.<br /><br />Post edited by: J S, at: 2008/08/27 08:35
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16 years 7 months ago #2214
by J S
Replied by J S on topic Re:Visualisation of the stresses in Post Pro
I just ran the "piston" tutorial model (to ensure it wasn't an error in my own test file) and still the same problem! I can see the displacements fine but cannot get the Von Mises stresses.
Trying any of the SolutionEQUI_... options does not provide any change except for the "Plot3D" option that gives an error message "The object can't be built".
here are the last few lines in the Shell window after attempting several of these plots (last action was "scalar map" with just prior to that a couple of "Plot3D" attempts).
"/local/palmco/SALOME2/MED/V3_2_9/MED_SRC/src/MEDWrapper/V2_2/MED_V2_2_Wrapper.cxx[1820]::GetValTimeStamp - aNbGauss(4) > 1 && !aGaussInf...
th. 3020646080 - Trace /local/palmco/SALOME2/VISU/V3_2_9/VISU_SRC/src/VISU_I/VISU_ColoredPrs3d_i.cc [960] : Follow exception was occured :
/local/palmco/SALOME2/MED/V3_2_9/MED_SRC/src/MEDWrapper/V2_2/MED_V2_2_Wrapper.cxx[1820]::GetValTimeStamp - aNbGauss(4) > 1 && !...
th. 3020646080 - Trace /local/palmco/SALOME2/VISU/V3_2_9/VISU_SRC/src/VISU_I/VISU_Gen_i.cc [270] : Follow exception was occured :
/local/palmco/SALOME2/MED/V3_2_9/MED_SRC/src/MEDWrapper/V2_2/MED_V2_2_Wrapper.cxx[1820]::GetValTimeStamp - aNbGauss(4) > 1 && !aGaussInf...
"
John
Trying any of the SolutionEQUI_... options does not provide any change except for the "Plot3D" option that gives an error message "The object can't be built".
here are the last few lines in the Shell window after attempting several of these plots (last action was "scalar map" with just prior to that a couple of "Plot3D" attempts).
"/local/palmco/SALOME2/MED/V3_2_9/MED_SRC/src/MEDWrapper/V2_2/MED_V2_2_Wrapper.cxx[1820]::GetValTimeStamp - aNbGauss(4) > 1 && !aGaussInf...
th. 3020646080 - Trace /local/palmco/SALOME2/VISU/V3_2_9/VISU_SRC/src/VISU_I/VISU_ColoredPrs3d_i.cc [960] : Follow exception was occured :
/local/palmco/SALOME2/MED/V3_2_9/MED_SRC/src/MEDWrapper/V2_2/MED_V2_2_Wrapper.cxx[1820]::GetValTimeStamp - aNbGauss(4) > 1 && !...
th. 3020646080 - Trace /local/palmco/SALOME2/VISU/V3_2_9/VISU_SRC/src/VISU_I/VISU_Gen_i.cc [270] : Follow exception was occured :
/local/palmco/SALOME2/MED/V3_2_9/MED_SRC/src/MEDWrapper/V2_2/MED_V2_2_Wrapper.cxx[1820]::GetValTimeStamp - aNbGauss(4) > 1 && !aGaussInf...
"
John
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16 years 6 months ago #2319
by jose maria
Replied by jose maria on topic Re:Visualisation of the stresses in Post Pro
I've the shame problem. I'm trying to do with the field *_NOE_* but it doesn't works, what configuration have you utilised in CALC_ELEMNT?
Thanks
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