fcFEM - FEA from start to finish
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Re: fcFEM - FEA from start to finish
Thanks for your reply, very promising and exciting stuffs. Hope you'll overcome this challenge.
Alex
Alex
Re: fcFEM - FEA from start to finish
I now have a reasonably robust way to generate interface elements and handle jumps in boundary conditions (see below). Time to focus on FEA again. Next I will focus on implementing an elasto-plastic interface with cohesion, friction and tension cut off.
Block with insert pushed diagonally down. The interface normal stiffness is high, but shear stiffness zero:
And the square axle example shows lateral slip between axle and block. In front the block laterally expands and at the back it contracts (as would be expected from the Poisson ratio effect).
Re: fcFEM - FEA from start to finish
A horizontal cut of the last example nicely shows the differential movement of axle and block:
What appears penetration at the corners isn't This is small deformation element and the differential movement of the two components is relative to the original configuration, i.e. in y direction.
What appears penetration at the corners isn't This is small deformation element and the differential movement of the two components is relative to the original configuration, i.e. in y direction.
Re: fcFEM - FEA from start to finish
I am working on displaying interface results. This is the idea:
Got the interface mesh to work with displacement results. Next display of stresses and figuring out how to have multiple meshes in the result object. This is done in natural frequency analysis, so should be possible?
Got the interface mesh to work with displacement results. Next display of stresses and figuring out how to have multiple meshes in the result object. This is done in natural frequency analysis, so should be possible?
Re: fcFEM - FEA from start to finish
oh .... and of course with the great flexibility of FreeCAD it automatically works for the deformed mesh. I am really enjoying this.
Re: fcFEM - FEA from start to finish
cool
in frequency there are multiple result objects, but they all use the same result mesh. I do not 100% understand what you would like to archive. As I understood it, you would need multiple result objts with an own result mesh each.
in frequency there are multiple result objects, but they all use the same result mesh. I do not 100% understand what you would like to archive. As I understood it, you would need multiple result objts with an own result mesh each.
Re: fcFEM - FEA from start to finish
Nope I want to show two meshes at the same time. One for interface elements and one for volume elements. Just like in the above picture. Now I just show the GMSH mesh and the result object has the interface mesh. I would like to show both deformed (for example).
Re: fcFEM - FEA from start to finish
Just use two result objects. Each result obj has one result mesh. I do not see the problem which probably means I still have not understood the problem ...
Re: fcFEM - FEA from start to finish
The problem was that I thought I needed two meshes in one object, but 2 result objects should work Thanks.
Re: fcFEM - FEA from start to finish
This time with stress results:
A simply supported beam with uniform load. Two blocks in a Compsolid, with automatically generated interface element between them. The nodal values of contact stress are in very good agreement with bending theory. For some reason the graphical interpolation (out of the box functionality in both FC and ParaView) struggles with a simple linear distribution. Anyway, the numerical values are spot on:
Stresses for the square axle (in hindsight I should have called it a square pin ... this axle won't rotate very well ) are high at the bottom trailing edge and fairly uniform on the leading face. Please keep in mind that contact stiffness in both compression and tension is taken high. I need to implement the Coulomb plasticity element with tension cut off next to show what happens in reality:
and with VTK export to ParaView the results are even clearer:
Finally the contact stresses for the semi-circular punch. As expected, the stress is concentrated at the bottom:
Next I will play with 2 result objects, as suggested by Bernd, followed by plasticity
A simply supported beam with uniform load. Two blocks in a Compsolid, with automatically generated interface element between them. The nodal values of contact stress are in very good agreement with bending theory. For some reason the graphical interpolation (out of the box functionality in both FC and ParaView) struggles with a simple linear distribution. Anyway, the numerical values are spot on:
Stresses for the square axle (in hindsight I should have called it a square pin ... this axle won't rotate very well ) are high at the bottom trailing edge and fairly uniform on the leading face. Please keep in mind that contact stiffness in both compression and tension is taken high. I need to implement the Coulomb plasticity element with tension cut off next to show what happens in reality:
and with VTK export to ParaView the results are even clearer:
Finally the contact stresses for the semi-circular punch. As expected, the stress is concentrated at the bottom:
Next I will play with 2 result objects, as suggested by Bernd, followed by plasticity