Re: Fatal error near end of run on large modal analysis...
Jacob, The warning in the diagnostics tells you that although the beam has stiffness and mass, it doesn't have any points defined by the user at which to calculate beam results (deflections and...
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Re: Fatal error near end of run on large modal analysis...
I just ran a modal study of a single beam model with no recovery points. It ran ok, I got mode shapes etc.
View ArticleRe: Non-symmetric results for symmetric model and load?
Paul Kloninger wrote: "Formation of element and nodes plays crucial role in analysis"yes, exactlyWell, yes and no... To play devil's advocate a little, 1) Simulate (Mechanica) is supposed to remove the...
View ArticleRe: Fatal error near end of run on large modal analysis...
I talked to tech support and we didn't see anything that immediately jumped out at us so I sent them a model and are going to check it out but I did rerun the model over the weekend (made no...
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Re: Non-symmetric results for symmetric model and load?
Exactly as Jonathan puts it. This is a simple problem that for no reason at all sudeenly becomes something that needs special measures like a fien and regular mesh. Unacceptable. Even more unacceptable...
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Re: What is going on?
Thank you for your reply.I looked, but it did not help me much. Constraints and loads are listed in the Model Tree (model has no errors when checked), yet I get message saying that constraints are...
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Re: Straight beam limitations
"The deflected shape doesn't seem feel right either with it's abrupt change of curvature at centre span and the apparent lack of tangency to the horizontal at the built in ends." How many "plotting...
View ArticleRe: Straight beam limitations
Shaun, Increasing the plotting grid density does not improve the picture. Neither does increasing the number of elements or forcing maximum edge order. I think there are no horizontal forces because...
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Re: What is going on?
To be slightly more explicit: the reason you have three load and constraint sets listed for your analysis is that it's possible to use sets from parts or sub-assemblies in higher level assemblies....
View ArticleHow to give bolt connection for slots on both plate?
Dear community, I have two plates and want to give bolted connection. Now for bolted connection, we can only select edge of diameter. How I can give bolted connection for such slots? Thanks,Jitu
View ArticleRe: How to give bolt connection for slots on both plate?
Jitu, Review this thread Re: Bolted Joint Analysis Regards
View Articlehow to get the component (X,Y,Z) of the constrain reaction?
Hello there, This maybe a simple thing but I just can not figure out how to do it. Here is the thing, I have a simple part that is constrained at the hole, of course the load is applied. Now at the...
View ArticleRe: how to get the component (X,Y,Z) of the constrain reaction?
alright, I think got it fix... basically I had a new WCS based in a cylinder, that was the mistake, it has to be cartesian, now it Works anyway other advises are welcome
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Re: how to get the component (X,Y,Z) of the constrain reaction?
alternative RegardsPaul
View ArticleRe: Fatal error near end of run on large modal analysis...
I don't know if this is possible, but I have had similar failures in the past when I've run out of memory. I don't think Creo Simulate is completely returning unused memory, and tends to eat a lot of...
View ArticleSolidworks ScanTo3D vs. Reverse Engineering Extension
Possibly not the right forum, but I'm stuck with Solidworks ScanTo3D to handle scanned point clouds. I'm having issues with poor performance / crashing software. How does Creo Reverse Engineering...
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Re: Solidworks ScanTo3D vs. Reverse Engineering Extension
Hi Mats,I have had good results with 3DReshaper allowing me to take point cloud data remove noise, smooth out points and make a water tight step file. You still wind up with a buch of surface triangles...
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