Henrik Sönnerlind
COMSOL Employee
Please login with a confirmed email address before reporting spam
Posted:
2 years ago
12 gen 2023, 09:05 GMT-5
In order to do this kind of evaluation, you must use a geometrically nonlinear analysis. If not, there is no difference between the undeformed Z and the deformed z.
As an alternative, you could write Areaint(-(Z+w)*solid.nZ). It will give an approximative value, since only the coordinate, but not the normal direction is updated. Thus, it will work reasonably as long as rotations are small.
-------------------
Henrik Sönnerlind
COMSOL
In order to do this kind of evaluation, you must use a geometrically nonlinear analysis. If not, there is no difference between the undeformed Z and the deformed z.
As an alternative, you could write Areaint(-(Z+w)\*solid.nZ). It will give an approximative value, since only the coordinate, but not the normal direction is updated. Thus, it will work reasonably as long as rotations are small.
Please login with a confirmed email address before reporting spam
Posted:
2 years ago
12 gen 2023, 13:05 GMT-5
Updated:
2 years ago
5 feb 2023, 12:27 GMT-5
Hello Henrik
Areaint(-(Z+w)solid.nZ) works ! Thank you so much.
And I also tried "geometrically nonlinear analysis". I could get different volume values for the different pressures. However, the displacements for the analysis were significantly differnt from "linear anaylysis"
In this case, I don't know what anaylsis is giving me the correct results. Would you mind letting me know about what to do with "geometrically nonlinear analysis". ?
I just simply checked "Include geometic nonlinearity". According to this link below.
I attached my file.
https://www.comsol.com/blogs/what-is-geometric-nonlinearity/
Hello Henrik
Areaint(-(Z+w)solid.nZ) works ! Thank you so much.
And I also tried "geometrically nonlinear analysis". I could get different volume values for the different pressures. However, the displacements for the analysis were significantly differnt from "linear anaylysis"
In this case, I don't know what anaylsis is giving me the correct results. Would you mind letting me know about what to do with "geometrically nonlinear analysis". ?
I just simply checked "Include geometic nonlinearity". According to this link below.
I attached my file.
https://www.comsol.com/blogs/what-is-geometric-nonlinearity/