Dear XAnsys members,
I need to calculate "factor of safety" for a brittle material using "elemental" max. principal stress. Since the default "factor of safety" is based on "nodal" stress. I'm planning to use "user defined results".
But I only need to extract the positive max. principal stress neglecting any negative values.
How can I do it? I'm using ANSYS Mechanical workbench.
Thank you.
BR,
Rashiga
Research Assistant
Korea University of Technology and Education
South Korea
You are probably going to have to do something like "max(0,S1)". This will
get principle stress 1 at each node and clip it to always be greater or
equal to 0. If you want to view the actual nodal values make sure you
select "unaveraged" instead of "averaged" which is the default. Something
must be set at every node so it is not possible to just not display
negative values. If you want to clean up the display a little you could use
capped iso.
Neil Dencklau
University of Minnesota
On Sat, Feb 23, 2019, 2:29 AM "라쉬" rashi@koreatech.ac.kr wrote:
Dear XAnsys members,
I need to calculate "factor of safety" for a brittle material using
"elemental" max. principal stress. Since the default "factor of safety" is
based on "nodal" stress. I'm planning to use "user defined results".
But I only need to extract the positive max. principal stress neglecting
any negative values.
How can I do it? I'm using ANSYS Mechanical workbench.
Thank you.
BR,
Rashiga
Research Assistant
Korea University of Technology and Education
South Korea
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If you don't need visualization, only the data to calculate the safety factor, you can export the values per node and per element by right-clicking the result, Export and then text-file. It will open on Excel as a csv file. There you can do your calculations easier, including filtering out negative values.
Atenciosamente,
Best regards,
Tiago José Medeiros de Araújo Lira
Engenheiro Mecânico
Mechanical Engineer
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A 23 de fevereiro de 2019 12:33:40, Neil Dencklau denck007@umn.edu escreveu:
You are probably going to have to do something like "max(0,S1)". This will
get principle stress 1 at each node and clip it to always be greater or
equal to 0. If you want to view the actual nodal values make sure you
select "unaveraged" instead of "averaged" which is the default. Something
must be set at every node so it is not possible to just not display
negative values. If you want to clean up the display a little you could use
capped iso.
Neil Dencklau
University of Minnesota
On Sat, Feb 23, 2019, 2:29 AM "라쉬" rashi@koreatech.ac.kr wrote:
Dear XAnsys members,
I need to calculate "factor of safety" for a brittle material using
"elemental" max. principal stress. Since the default "factor of safety" is
based on "nodal" stress. I'm planning to use "user defined results".
But I only need to extract the positive max. principal stress neglecting
any negative values.
How can I do it? I'm using ANSYS Mechanical workbench.
Thank you.
BR,
Rashiga
Research Assistant
Korea University of Technology and Education
South Korea
Xansys-temp mailing list
Xansys-temp@xansystest.info
http://xansystest.info/mailman/listinfo/xansys-temp_xansystest.info
If you are receiving too many emails from XANSYS please consider changing
account settings to Digest mode which will send a single email per day.
Please send administrative requests such as deletion from XANSYS to
xansys-mod@tynecomp.co.uk and not to the list
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On Feb 23, 2019, at 9:32 AM, Neil Dencklau denck007@umn.edu wrote:
I need to calculate "factor of safety" for a brittle material using
"elemental" max. principal stress. Since the default "factor of safety" is
based on "nodal" stress. I'm planning to use "user defined results".
But I only need to extract the positive max. principal stress neglecting
any negative values.
How can I do it? I'm using ANSYS Mechanical workbench.
If you're looking just to make a plot you can do it real easy by setting the contour values to range from 0 to whatever your max value is. No need to write any code to exclude anything. As a practical matter you're wasting your time with this whole exercise of excluding compressive stresses. Anyone with any sense will understand that there are areas of compressive stress that are to be ignored. Your display will look a lot more professional if you present all the data. But that's your call.
Christopher Wright P.E. |"They couldn't hit an elephant at
chrisw@skypoint.com | this distance" (last words of Gen.
.......................................| John Sedgwick, Spotsylvania 1864)
http://www.skypoint.com/members/chrisw/