Moment of beams
- Michele Mocciola
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17 years 10 months ago #1294
by Michele Mocciola
Moment of beams was created by Michele Mocciola
I am trying to calculate a structure composed by beam elements.
I created the mesh, chose the type of element and the loads, but now my problem is: how can I calculate moment and shear of every element?
I would like to use code-aster for civil engineering and for me these values are very important.
Thanks!
I created the mesh, chose the type of element and the loads, but now my problem is: how can I calculate moment and shear of every element?
I would like to use code-aster for civil engineering and for me these values are very important.
Thanks!
- Joël Cugnoni
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17 years 10 months ago #1296
by Joël Cugnoni
Joël Cugnoni - a.k.a admin
www.caelinux.com
Replied by Joël Cugnoni on topic Re:Moment of beams
Hello,
In linear statics analysis, you can calculate the section moments & forces in the command \"CALC_ELEM\" with the option \"EFGE_ELNO_DEPL\".
Then in IMPR_RESU, add EFGE_ELNO_DEPL to the list of field names to be written:
for example NOM_CHAMP = \"DEPL; EFGE_ELNO_DEPL\"
The components of EFGE_ELNO_DEPL are N, VY, VZ, MT, MFY & MFZ.
I hope my answer is clear enought, if not I can send you an example file.
Good luck
Joël Cugnoni
In linear statics analysis, you can calculate the section moments & forces in the command \"CALC_ELEM\" with the option \"EFGE_ELNO_DEPL\".
Then in IMPR_RESU, add EFGE_ELNO_DEPL to the list of field names to be written:
for example NOM_CHAMP = \"DEPL; EFGE_ELNO_DEPL\"
The components of EFGE_ELNO_DEPL are N, VY, VZ, MT, MFY & MFZ.
I hope my answer is clear enought, if not I can send you an example file.
Good luck
Joël Cugnoni
Joël Cugnoni - a.k.a admin
www.caelinux.com
- Michele Mocciola
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17 years 10 months ago #1298
by Michele Mocciola
Replied by Michele Mocciola on topic Re:Moment of beams
If you can send me an example file .comm I would appreciate.
Thanks!
Thanks!
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17 years 10 months ago #1299
by Michele Mocciola
Replied by Michele Mocciola on topic Re:Moment of beams
In particular I can't extract single component from EFGE_ELNO_DEPL.
Can anyone help me?
Can anyone help me?
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17 years 10 months ago #1302
by admin
Replied by admin on topic Re:Moment of beams
Hello
I have attached an example of a beam with extraction of section forces/moments for post processing.
The mesh and results are MED files, but it works in the same way for any other formats.
When you don't know which quantity you want to extract, you can also ask ASTK to store the \"Base\" (database of all computed results) and open it with \"Stanley\" to interactively extract the wanted values: in ASTK, right click on the \"base\" and select \"Open with: Stanley\".
Stanley is an interactive Code_Aster session which will allow you to calculate new data and plot it in GMSH.
I hope this will solve your problem.
Regards,
J.Cugnoni
I have attached an example of a beam with extraction of section forces/moments for post processing.
The mesh and results are MED files, but it works in the same way for any other formats.
When you don't know which quantity you want to extract, you can also ask ASTK to store the \"Base\" (database of all computed results) and open it with \"Stanley\" to interactively extract the wanted values: in ASTK, right click on the \"base\" and select \"Open with: Stanley\".
Stanley is an interactive Code_Aster session which will allow you to calculate new data and plot it in GMSH.
I hope this will solve your problem.
Regards,
J.Cugnoni
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17 years 10 months ago #1303
by Joël Cugnoni
Joël Cugnoni - a.k.a admin
www.caelinux.com
Replied by Joël Cugnoni on topic Re:Moment of beams
Here is the file:
Attachment tst2.zip not found
Joël Cugnoni - a.k.a admin
www.caelinux.com
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