FEM Analysis

About the development of the FEM module/workbench.

Moderator: bernd

Post Reply
kreykf
Posts: 2
Joined: Sun Apr 11, 2021 3:27 pm
Location: Greifswald

FEM Analysis

Post by kreykf »

Dear friends,
i have a question regarding fem analysis. i managed to design a small object, edit a material (polyurethane) and run a fem analysis. In the results, i can see that the objects stretch along the x-axis about 10mm as expected. A force 2N is applied for the solver. Now my question. Is it possible to get the results of force as a function of the stretching? What i mean is, stretching 2mm gives force xxx, stretching 5mm gives force yyy... and so on. Is this somewhere hidden?

Kind regard and thanks for the help in advance,
Karl
chrisb
Veteran
Posts: 54302
Joined: Tue Mar 17, 2015 9:14 am

Re: FEM Analysis

Post by chrisb »

Moved to FEM forum.
A Sketcher Lecture with in-depth information is available in English, auf Deutsch, en français, en español.
RatonLaveur
Posts: 991
Joined: Wed Mar 27, 2019 10:45 am

Re: FEM Analysis

Post by RatonLaveur »

Instead of applying a force, you apply a displacement as the boundary condition. You need to setup your solver to compute force. Alternatively the force can be calculated from average stress.
kreykf
Posts: 2
Joined: Sun Apr 11, 2021 3:27 pm
Location: Greifswald

Re: FEM Analysis

Post by kreykf »

Thank you for the quick answer!! i applied displacement as a boundary condition, works! But how do i setup my solver (calculix) to compute force?
kind regards and thank you for the help!!!
Karl

edit:
is it the info in the ccx file?
total force (fx,fy,fz) for set CONSTRAINTFIXED and time 0.1000000E+01

-2.024012E+00 -7.990929E-13 -5.637818E-13
RatonLaveur
Posts: 991
Joined: Wed Mar 27, 2019 10:45 am

Re: FEM Analysis

Post by RatonLaveur »

That looks like a solid 2N to me on the x axis, and some fairy space dust for the y and z components, i may be wrong.

Note: i am not a calculix user at all. Hence why i can only give pointers.
Jee-Bee
Veteran
Posts: 2566
Joined: Tue Jun 16, 2015 10:32 am
Location: Netherlands

Re: FEM Analysis

Post by Jee-Bee »

I think you need *NODE PRINT, *NODE FILE or *NODE OUTPUT for this.
But this means manual editing the inp file.

https://www.feacluster.com/CalculiX/ccx ... de190.html
User avatar
bernd
Veteran
Posts: 12851
Joined: Sun Sep 08, 2013 8:07 pm
Location: Zürich, Switzerland
Contact:

Re: FEM Analysis

Post by bernd »

kreykf wrote: Sun Apr 11, 2021 6:01 pm But how do i setup my solver (calculix) to compute force?

edit:
is it the info in the ccx file?
total force (fx,fy,fz) for set CONSTRAINTFIXED and time 0.1000000E+01

-2.024012E+00 -7.990929E-13 -5.637818E-13
yes
Post Reply