"Lubos,
Multiple materials will not make it into Version 1.0, but may be in a WIP of Version 1.0 some (many) months after the V1.0 release.
I wish I could be more specific, but an unknown (at this time) amount of design effort will be required to add…"
In Situ Analysis for Rhino
Lubos Polak's Discussions
Mesh maked by "bake"
5 Replies
I donť know, if i'm alone with this problem:makong a bake with defected solution isn't problem, but when i could save my work, whole Rhino was crashed and my model was dead. The only solution was…Continue
Started this discussion. Last reply by Michael Freytag Jan 20, 2011.
SnS in Construction
2 Replies
Although i feel, that SnS goes primary to the other branch than construction, even so i can ask, if Your SnS could include:The first thing, i'm missing is possibility to insert restraint in…Continue
Started this discussion. Last reply by Lubos Polak Dec 7, 2010.
Loading according to the expected deformation
4 Replies
Hi, can you help me with load of my model? I'm trying to load it according to the expected deformation. On this picture i show, what should be a result of loading:I had to do the calculation in…Continue
Started this discussion. Last reply by Lubos Polak Oct 19, 2010.
Lubos Polak's Page
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Lubos Polak replied to Lubos Polak's discussion 'Mesh maked by "bake"'
"Michael,
do you have an idea, when the SnS will be able to work with multiple material? I believe, that this can make it more attractive than it's now :). I'm not try to be impatient, this is "only" a question.
Thanks."
Michael Freytag replied to Lubos Polak's discussion 'Mesh maked by "bake"'
"Lubos,
At the moment, analysis is limited to one material and one solid at a time. However, analysis using multiple materials is a high priority on the wish list.
~Michael"
Lubos Polak replied to Lubos Polak's discussion 'Mesh maked by "bake"'
"Thanks for reply, i thing, that there was some problem inside my software, now everythinh seems to be right ...
Here is one of results with "Bake". This shape is a stiffener, which is inside a footpocket of our monofin (we are the producer…"
Michael Freytag replied to Lubos Polak's discussion 'Mesh maked by "bake"'
"Lubos,
I did a quick verification of the mesh being output by the [Bake] button, and didn't find any obvious problems. I did notice and fix a problem with updating the bounding box for the deflected mesh. The fix will be in the next…"
Lubos Polak posted a discussion
Mesh maked by "bake"
I donť know, if i'm alone with this problem:makong a bake with defected solution isn't problem, but when i could save my work, whole Rhino was crashed and my model was dead. The only solution was deleting this mesh and purge model. One experience: when i tried to do something with this Mesh, i found, that it has more than 10000 edges, which is a limit for work in Rhino. Maybe some simplification of this mesh could be beneficial.See More
Lubos Polak replied to Lubos Polak's discussion 'SnS in Construction'
"Thanks for reply, i understand to your reason with small faces.
And about dynamic load, i understand very well too, especially your note about time and money, i have somehobby, which is joined to sport, i do for many years, i try to evolve our…"
Vadim Shapiro replied to Lubos Polak's discussion 'SnS in Construction'
"Thanks for the suggestions. We initially did not want to restrain points and edges, because such restraints appear not physical. But many users are asking for this, so we may reconsider this in the future. For now, you could create and restrain…"
Lubos Polak posted a discussion
SnS in Construction
Although i feel, that SnS goes primary to the other branch than construction, even so i can ask, if Your SnS could include:The first thing, i'm missing is possibility to insert restraint in translation or rotation to an edge of the face.The second thing is marginal, but i've just met it. We got an interesting job to our office, there is some sculpture design, which will be located in Japan, it is interior sculpture, but it must resistant to an earthquake. So, do you plan to add loads of…See More
Lubos Polak replied to Lubos Polak's discussion 'Loading according to the expected deformation'
"Yes, i want to apply observed deformations to the model, this is, what i need to figure out.
It is unfortunate that the current version of SnS isn't able to do it, but i know, that development needs a time, we experience the same thing in our…"
Vadim Shapiro replied to Lubos Polak's discussion 'Loading according to the expected deformation'
"Lubos, thank you for explaining the problem. If I understand it correctly, you want to apply observed deformations (displacements) to the model and solve for stresses -- to see where the material may break.
Unfortunately, the current version of…"
Lubos Polak replied to Lubos Polak's discussion 'Loading according to the expected deformation'
"Thanks for notice, i'll try to explain it better (but sorry for my English, don't use it often).
I'm trying to solve a problem with tearing of the material, see on this picture:
Generally: we are a producer of some sports equipment…"
Vadim Shapiro replied to Lubos Polak's discussion 'Loading according to the expected deformation'
"My guess is that you are not getting any replies, because it is not clear what the question is. It sounds like you are trying to solve a difficult "inverse problem" by guessing which boundary conditions to apply so that you can simulate a…"
Lubos Polak posted a discussion
Loading according to the expected deformation
Hi, can you help me with load of my model? I'm trying to load it according to the expected deformation. On this picture i show, what should be a result of loading:I had to do the calculation in ANSYS, so i have a specific idea, what the SnS can show me, if i'll be right (i'm not able to work in ANSYS, this is the work of someone else):On the base of this background i tried to load my model (the same model, which was be used in ANSYS) in SnS, my first results are here:I tried to load it in many…See More
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