I'm just writing to inquire about both the efforts needed and any interest in supporting assemblies from older Alibre Design versions. Selfishly, as both an Alibre and Mecway user, I'm excited to see
@Wjasiew: [Hex8 with Hex20] It's generally advised to avoid discontinuities in a mesh (try View Cracks). Been where you are with the node limits. Makes it really tough to do a convergence study on
Hi Everybody,I owe you some explanation.I am so resistant against linear to quadratic elements replacement because I'm using free Mecway version and I was trying to overcome the node limit I'm touchi
My project is rather simple but 4 spring segments (most distant from the center) do not take part in the forced displacement .I discovered this after v28 installation.After returning to v25 (version
In the next version (29), the Split STEP assembly tool will be able to pull out the 4 parts so you can import them, or it might be able to read them all directly.
¿Is it possible to fix this is the next version?. If Mecway finds a Custom element definition the face numbering should be adjusted to the custom element.
have the time to analyze the new bc of this new version of Mecway, but can you tell us why you choose elastic with infinite tolerance? Tolerance affect the node positions and normally is related to t
Any idea when version 28 will be released? I have about a 1000 thermal models that I could run in an automated way if I have the ability to not need to interact with the script once I press "go&
4. Well, if we talk about notes on the graphic area... I think that Mecway deserve a full title block for the graphic area, maybe customizable with some kind of variables such as program/version, solv
I'm not asking how to make this converge, but some contextual information......My project won't converge, and I've de-featured and dumbed the geometry down to a point where it is no longer a valid ana
I tried with and with out the C3D8R elements so i could compare with the internal solver and i still get the same affects when I select only 1 mode. I have mixed precsion switched off. I have tried sw
I agree and intend to include compression-only 2-node elements in a future version. Probably with a spring stiffness (k) rather than E and A the way tension-only currently is.