I don't have a timeline for version 7. But some things it has are distributed moment loads on faces, pressure XYZ can be a function of position, stress linearization doesn't require nodes to be on the
Mecway Versions 1-6 have a bug with shell elements that have either hydrostatic pressure or normal pressure as a function of position. It uses the position of the shell's node plane instead of the fac
In which version was the cutting plane introduced? I can't find it in version 4. As of separating results - that would be great. I'm always thinking how these things were solved in Ansys, because I di
About your question of viewing the inside stress. Yes, you could invert the elements. You could also use the cutting plane slider to hide the elements covering them. I realize that this way of showing
I knew....I'm not a programmer but could be interesting to continue that project. I found a lot of good ideas on Roshaz and a good algorithm for tetra free mesh, quad free mesh, fast way to apply load
Yes, the animation briefly stopping when you move the mouse over the graphics area is normal. It's also a bug and I'll try to fix it for the next version. Thanks for pointing it out.
we are thinking to purchase this product so I m running on trial version and test before we purchase. It loads the stp file but doesn't show the model at all.
An easier way would be to use the CCX solver with Mecway version 6 and line3 elements (Mesh tools -> Change element shape) which can be circular tubes. Here's a simple example.
Do i have to merge the nodes of the elements which i copy/rotate? When i simulate the 3d model the fibers expand several meters. This didn't happen with the automeshed version and isotrophic material.
Mecway 6 is available at the link below. It's mostly minor improvements in response to requests. All licences that include version 5 are also valid for version 6. That is everyone who bought it after
First off - i'm excited to start using this software. I've gone through the manual and watched a bunch of youtube videos, played around with the 1,000 point trail and just purchased my student version
This is what flexible joint on beam under Loads & Constraints is for. It can be a bit tricky to select the beam end faces it uses, so here's an extract from the next version's manual showing h