Re:stress output values
- Olga
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8 years 8 months ago #8767
by Olga
Replied by Olga on topic Re:stress output values
Hi again. Do you know how to get Bending stress (Pb) and membrane stress (Pm) at each node? I was reading that I had to use the comand POST_RCCM but I have tryed to and EFICAS got an error.
Regards.
Regards.
- Claus
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8 years 8 months ago #8769
by Claus
Code_Aster release : STA11.4 on OpenSUSE 12.3 64 bits - EDF/Intel version
Replied by Claus on topic Re:stress output values
Hi
Please post the .mess file, so we can see which error you receive
/C
Please post the .mess file, so we can see which error you receive
/C
Code_Aster release : STA11.4 on OpenSUSE 12.3 64 bits - EDF/Intel version
- Johan Stadler
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8 years 7 months ago - 8 years 7 months ago #8798
by Johan Stadler
Replied by Johan Stadler on topic Re:stress output values
Sorry, this is a late reply, but is hopefully still of some value. Below are my instructions to myself:
1 In Paraview, do a Plot over Line
2 Select spreadsheet view with PoL highlighted
3 Select columns POINTS, SIEQ_NOEU, ARC_LENGTH
4 Make sure there are no “nan's” in the data
5 File → Save data
6 Open the *.csv file in a spreadsheet
7 Copy columns AD and then F,G and H (Arc length and principle stresses, check I seem to remember that there is an error in the column numbers)
8 Do a linear regression analysis on this data.
9 Calculate von Mises for use in ASME 8/2
Above works when the shear stresses are low. If you have significant shear stresses you will have to linearise all 6 component stresses to calculate the linearised principle stresses.
There may be simpler ways to do it but this works for me.
1 In Paraview, do a Plot over Line
2 Select spreadsheet view with PoL highlighted
3 Select columns POINTS, SIEQ_NOEU, ARC_LENGTH
4 Make sure there are no “nan's” in the data
5 File → Save data
6 Open the *.csv file in a spreadsheet
7 Copy columns AD and then F,G and H (Arc length and principle stresses, check I seem to remember that there is an error in the column numbers)
8 Do a linear regression analysis on this data.
9 Calculate von Mises for use in ASME 8/2
Above works when the shear stresses are low. If you have significant shear stresses you will have to linearise all 6 component stresses to calculate the linearised principle stresses.
There may be simpler ways to do it but this works for me.
Last edit: 8 years 7 months ago by Johan Stadler. Reason: Add note
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