Re: Creo Simulate pin constraint problem
The large deformation analysis is the very real deformation,that's right! Another reason for this result is the load you use(grav)!
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Re: Creo Simulate pin constraint problem
We've seen other issues to do with large rotations and LDA (Enforced displacement, tangential direction, more than 1 revolution). Just to see what happens, try creating a point at the centre of your...
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Re: Non-symmetric results for symmetric model and load?
It's difficult to attach the result files,so sorry! Remember to use cylinder coordinate when you check the displacement !!!
View ArticleShade what I don't want to, why???
In post-process,I want to shade some component, when I choose that component, it works,but it also shade what I don't want to, attached is a video I've made,anyone can give me some advices? Thanks is...
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Re: Shade what I don't want to, why???
You can post videos using the advanced editor. Clicking on an executable zip is not something a lot of us will do..
View ArticleRe: Shade what I don't want to, why???
I can't use the advanced editor, I don't know why, so attach the video below,so sorry!
View ArticleRe: Shade what I don't want to, why???
Yeah, a vague incomprehensible question with an attached executable, coming from a generic odd e-mail address? I think I need at least two 10-foot poles to push this one away.
View ArticleRe: Shade what I don't want to, why???
You can get a 12' one here:Midland Chandlers/Cruising -> Poles and Hooks - Canal and Narrow Boat Equipment
View ArticleRe: Shade what I don't want to, why???
I have to explain a little,I am from China.My English is kind of poor,so the tittle seems vague a little, and the email address is from China.I've made that video to say my question, hope you all to...
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Re: Shade what I don't want to, why???
Yulian, please do not be offended. We are here to help. Many of us are using computers within sensitive organizations where computer safety has to be observed. I noticed that there is a way to import...
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Re: Shade what I don't want to, why???
Thank you all, just now I update my creo3.0 from m020 to m110, and then I began to take some images of my problem,suddenly I found the problem disappeared, thank you all a lot. At the beginning...
View ArticleRe: Quick question re. surface regions
Another contribution for this small topic, The use of volumes (more than surfaces) has a "little" more complicate behavior in Creo than you would expect for such "easy" feature. To complete Creo´s...
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A bug about reviewing the total load?
When you put a force load on the flat surface, you review total load,and the result is right; But when you put a force on the sphere surface,the result is wrong, do you all encounter this kind of...
View ArticleRe: Creo-2: Large deformation analysis
Sarvesh,For your first question,just use tets,it's ok so long as your analysises are not finite contact analysises. I've used this for over a year and it converges very well.And for the second,use...
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Re: A bug about reviewing the total load?
Test / creo simulate 2.0 m080: OK -------------------------------------------------------------------------------------------------------------------------------------------------------------------...
View ArticleRe: A bug about reviewing the total load?
Paul,you are right. I'm using Creo3.0 m110,and Creo 1.0,2.0 have no this problem.
View ArticleRe: A bug about reviewing the total load?
Wow, just staggering. How can PTC ship products like this? To err is human, but in this case, it just seems like basic testing should have caught it. Or maybe it's the user's fault in not defining...
View ArticleRe: Shade what I don't want to, why???
I am happy to hear you have the problem resolved. Welcome to the Community.
View ArticleRe: A bug about reviewing the total load?
This is strange, and not good. I just ran a simple Simulate static analysis (Creo 3 M080) and the output reported -1000N as the resultant system load, just as was defined: Load Set: LoadSet1:...
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Re: A bug about reviewing the total load?
Christopher,you are right ,the internal "Review Total Load" tool needs to be fixed. I tested this several months ago.When I create a force measure of that direction,the result in the rpt file is...
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