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Re: Enforced displacement, tangential direction, more than 1 revolution

it's done Patrick, I need the rigid link. Fun is, that if you continue after the 600 degrees, you get the next shape, as you would when wring a towel. Looks ugly, would need refinement to do it right...

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Re: Enforced displacement, tangential direction, more than 1 revolution

If it is technically feasible for the solver, there is all the more reason to declare it a bug!

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Re: Enforced displacement, tangential direction, more than 1 revolution

I'm not that convinced that declaring it a bug will bring me anything, please look at: Non-symmetric results for symmetric model and load? Close to 10 months ago, no solution yet. An absolute...

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Re: Enforced displacement, tangential direction, more than 1 revolution

Laziness!  If you don't report it, you can be sure that it will not improve, and you will be stuck using workarounds for ever and ever.If you want the software to improve, you should actively chase...

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Re: Enforced displacement, tangential direction, more than 1 revolution

I found an SPR some time ago, for a bug that cost me 2 days of searching for modeling errors. PTC's plan for this particular bug looks like this:  Creo 2.0 No plan to fixCreo 3.0 No plan to fixCreo 4.0...

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Re: Centrifugal analysis

Thanks

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Re: Material exploration?

Juan, If the new material has the "same characteristics", what are you hoping to get from analysis?  If it has exactly the same properties, the analysis will show the same results... Are there problems...

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Re: Material exploration?

Juan, I've replied to your doppelganger's identical post. Your previous post and user seem to have worked fine - why have you created a new login and posted the same question again?

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Re: Centrifugal analysis

Thank you for sharing the model, but what is the answer you are finding and why is it wrong?

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Multiple Creo Simulate Product Ideas

Here are a few ideas that I'm sure everyone has thought of at one time or another.Please click on links below, review and cast a vote. Creo Parametric Simulate - Delete Multiple Analysis Creo...

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Re: Material exploration?

Jonathan,Thank you for comment in this post, basically the idea to change the material is try to find a material with same characteristics but focus in reducing the cost of the material, also I am...

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Re: Material exploration?

Are you asking people to suggest new materials for you? If so I think you are on your own as it is going to be very specific to what you are doing. Once you have found a new material, you just have to...

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Re: Material exploration?

HelloHeremaybeanideatotrydifferentmaterials.Kind regards.Denis

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Re: Fatigue advisor on non linear structural analyses

You have to 'merge' your components and make a single component. Where there are contacts, you're stuck. Other non-linearties are also disallowed. Fatigue Advisor is limited. It has improved since WF4;...

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Re: Fatigue advisor on non linear structural analyses

And, frustratingly, why does it only use 1 core when the calculation is linearly scalable !

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Re: Fatigue advisor on non linear structural analyses

Charles, This is the Fatigue Advisor video currently on the PTC web: http://learningexchange.ptc.com/tutorial/3552/fatigue-analysis-with-multiple-load-sets

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Random Analsis

Hello, I am trying to make a dynamic random analysis, I defined a plastic material (standard PP). I defined a modal analysis with 8 modes also i defined four points for constrains completed fixed. To...

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Re: Random Analsis

HelloJuan,Itseems to methatyourisslightlydensely906[kg/mm ^ 3],normallyitshouldbe1.35[gr/cm ^ 3]andtoSimulate1.35 * 10 ^-9[t/mm ^ 3].Kind regards.Denis

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Re: Simulate Results Definition (.rwd) Files

Erik, I installed Creo 2.0 M180, and I can insert multiple result windows, as shown below.  Notice the pull-down menu: Insert>Result Window from File...  This does not exists in Creo 3.0 (and I...

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Re: Simulate Results Definition (.rwd) Files

Strange people, those PTC guys. In the mean time I've seen the charm of your proposal. Strange it's not there in Creo 3.0, but if it suddenly re-appeared in  Creo 2.0, who knows what might happen in 3.0.

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