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Re: How can I change the unit of measure in the Linearized Stress report?

HelloSteven,Thanksforthereplyandthefile.I'lllook athowthisisdone,becauseIfindthisveryinterestingrepresentation.Kind regards.Denis

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

Mr. Fischer, what was the outcome of your investigation?

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Re: How can I change the unit of measure in the Linearized Stress report?

Denis, I think you find this thread interesting, since it's related.  It shows how to calculate Kt using Creo's report.  Also, there's a product idea at the bottom you might want to look at too....

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Re: How can I change the unit of measure in the Linearized Stress report?

HelloSteven,Thanksforthelink.Iwilltake overall of this,oncetheupdateofCreo3.0M100installed.Kind regards.Denis

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Re: How can I change the unit of measure in the Linearized Stress report?

HelloSteven,Now,Ijustresumeyourfile.It istheshame,Ithoughtthatthebluewindowgridiconwasalink to Excel ?!?!?Ihavenotcometorevealthepointsinasondrawing ourimage.Kind regards.Denis

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Thin-walled hyper-elastic cyclinder analysis not converging

Hey everybody, I've been trying to run a static simulation where a thin-walled, cylindrical, hyper-elastic balloon is subjected to a pressure of 4 psi, but it keeps failing due to "the study did not...

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Re: How can I change the unit of measure in the Linearized Stress report?

HelloSteven,Ifoundanexplanationofthisfunction.I'llreaditall,butformeitwill beinfrench.Kind regards.Denis....

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Allow Creation and Editing of Simplified Reps and Changing States While in...

Allow Creation and Editing of Simplified Reps and Changing States While in Creo Simulate / Mechanica

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How to interpret stress analysis graph

Using Creo 3/Simulate. Modeled a circular flange and am trying to use stress linearization (SL) to evaluate the stresses.I chose Von Mises stresses. The SL results has two output sections: a text part...

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Re: How to interpret stress analysis graph

I think the stress graph goes with the fringe plot.  You're seeing the max von Mises in both.  Try plotting component YY.

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Re: Thin-walled hyper-elastic cyclinder analysis not converging

What all the steps?  What are your trying to achieve for results?

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Re: Thin-walled hyper-elastic cyclinder analysis not converging

As of now, I have only been able to achieve results up to 0.2 psi. I used a load condition of 1 psi, and I used 20 steps for the load factor at 0.01 increments (from 0.01-0.20). If I go any higher for...

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Bolted Joint Analysis

I am looking in to option to use creo simulate to conduct bolted joint analysis. I am not expert in creo simulate and I am looking for any tutorial and other help material related to Fasteners/ Bolted...

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Dynamic query when zoomed does not work

Hi, I've worked with the annoying behaviour that if one zooms in too far then there are no selectable numbers. Zoom out and dynamic query works fine except the pick position resolution suffers. I know...

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Re: Bolted Joint Analysis

What is it that you are trying to determine? If you are looking for fastener loads you could use the Mechanica fasteners or you could also put your own beams or springs in (my...

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Re: Bolted Joint Analysis

I am looking existing PTC documents/ Procedure/Tutorial related to BJA

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Re: Issues with Using Creo Simulate Fasteners with Through and Blind Holes?

Images with caption please.

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Re: Weld Suppression?

Where is the weld in relation to the contact?  Are you allowed to share the model?  Can you upload some images?

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Re: Issues with Using Creo Simulate Fasteners with Through and Blind Holes?

Hi Steven, Sorry, I should have posted a image of the issue.I have also tried using surface regions to stop the fastener short of hitting part 3.  Would like to use a plain Creo Fastener.The fasteners...

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Re: Issues with Using Creo Simulate Fasteners with Through and Blind Holes?

Don, Holes have to be cylindrical or Simulate doesn't like it. One has to remove the draft. It could pick the smallest diameter as it currently does. We always manually change the fastener diameter...

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