Thank you 3rav.
Another question.
¿Do you know if PROCESSORS in CCX_NPROC_STIFFNESS and NUMBER_OF_PROCESSORS refers to Logical Processors or Cores?
Thanks
Hi,
I'm completely puzzled regarding the windows variables I have to use to set/optimize the Pc/ccx performance.
I have :
CCX_NPROC_STIFFNESS
NUMBER_OF_PROCESSORS
OMP_NUM_THREADS
My processor is an intel i7 4700MQ which according to Intel has:
…
I have a similar performance than prop_design with CCX_PARDISO.exe but I think it is using all cores not just one. The point is that seems to be limited in the utilization% of each core. That limitation disappears with Pastix that goes full capacity.
Hi Bailey,
¿Is this a plane strain academic exercise? ¿Retaining wall of 30.5m maybe?. Seems very thick.
I'm sure many people on this forum would be pleased to help you including me but ¿could you explain with some more detail what is going on in …
Hi Sergio,
The Strain Energy density can help you to locate the more interesting areas
For an isotropic material the strain energy density function is directly and uniquely related with the principal stretches.
Hi McNick,
Now I get why you talk about "similar instability" .
Looking at the base node where the heat transfer rate is higher I can see the oscillations. Looking at the period between them, it is clearly related with the time step which in my op…
Hi McNick,
Your model has element sizes of 500um width. According to the formula your mesh wouldn't be able to capture the cooling process correctly. Maybe it is the origin of the instability you mention.
L<sqrt(k*t/(rho*Cp))
PET
Mesh Size…
Hi,
Ccx and Mecway expands shell elements to solids creating new nodes.
Regarding the node selection or removal, you could activate the coordinates check button and postprocess filtering by coordinates and then sorting by Y coordinate.
¿Which "…
¿Is there a way to replace the geometry rather than reload it?
This is probably not in the Best practice books but, when the model is not heavy, I put the different geometries all into the same file.
This way:
They can share the material defini…
Hi McNick,
One way to make your liml file lighter is to clear the result before sending. Right click on top of the solution in the tree menu and select clear.
Regarding your model issues I would start with a 2D section of the zone of interest (hea…
Hi gemada,
¿What happens with the unaffected face? It should be able to dissipate some heat. Maybe imposing radiation and convection similar to the other faces but with ambient temperature at 20ºC or so. Not sure what the code says about this face,…
I have a possible cause.
Annex A represent the temperature in the crosssection of beams and columns taking symmetry into account.
As it is representing 1/4 of the beam (page 63) it means the simmetry is in both planes. That means the fire could pro…
Hi,
I have created an S6 element and calculix says number of nodes 70 while mecway says the correct number (15 after expansion to solid).
1760 S6 * 70 = 123200 Nodes - Shared nodes. Seems it is close to what is showing to you (116285).
The number …
You are Right. Now I see why. Scaling factor amplifies the displacement on each direction. As rotation (displacement) is bigger on top each section is bigger than the previous and result in a cone.
I have check initial and final X,Y and Z of surfa…
Hi Sergio, John,
¿ I’, curious about why this effect is showing up ?
I have constrained the external surface of the cylinder with frictionless support, and it still shows a cone.
¿Is this a bug when plotting the displacements results?
Regards
Hi Hengre,
I remember starting with Netgen using the attached link. There are some examples which really illustrates how the different parameters effect on the result, and you can download the step files to experiment by yourself.
Keep in mind thi…
Ok JohnM, I get it . Less Improvement suggestions and more autosuggestion to improve.
Thanks both for your comments. I have just found that netgen can actually mesh internally a contour which solves most of my problem. I do not have fully contr…
Hi Victor
I would like if the LeftShift key could be used to select a group of Named selections.
Actually, you need to select them one by one.
I'm not sure if this depends on MECWAY but, ¿ is it possible to have the preview option in the file expl…
Hi Victor,
¿Could you add the possibility to generate a Surface into the Mesh tool > Create > Surface from a given Contour (Sorted list of nodes)?
I mean, being able to enter a sorted set of points that once closed would generate the inner …
Hi Victor,
You are right , nodal force was not the same . More nodes, more force. My mistake .Sorry.
Example of plates under shear.
Shell left side.
Laminate with 6 layers of identical properties in the middle.
Solid on the right side
Through thic…
Hi,
I have made some simple test and readings to understand Victor's sentence
"You may still get an improvement due to more integration points though".
Using many layers of the same material do not provide more accuracy. In fact, it seems to be …
I now realize that laminates could be an easy way to gain accuracy in a computation modeled with shell elements.
I mean, ccx expands shells into solids. Defining the shell as a laminate with all its sheets with the same properties we could provide t…
Hello Mishal,
I have no idea if this would be later useful to you and how accurate would be the results but ¿have you consider to model with the set Plate/Epoxy/Beam Plate as a unique “laminate shell” where each layer has its own properties. There …
Formulas for BC in shells and solids are essentially the same.
By "cylindrical directly" I mean that there is formulation already developed to see the results in cylindrical coordinates without having to transform anything. Just put the pipe cente…
Hi Drudland,
Welcome.
Yes , you can do it .
There are many references on the forum about it.
Imposing the radial and circumferential displacement boundary condition is the only tricky part.
You need to impose the displacement to each node on the…
Hi ,
UU and VV would have more sense for me if they are parallel and perpendicular to the weld.
This way they will provide information about the evolution of the Normal and Shear Stress along the weld. If you are using triangles for example or you …