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Re: Access previous simulations in simulate lite,

Damian, all Lite modules have their limitations. The purpose of these modules is to show user the specific functionality, only. You can ask PTC Support, if you want to know SImulate Lite limitations....

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Re: Account for stiffness

If you check "Account for Stiffness", and enter the desired preload, the computed preload values will be in the Run Summary file.

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Sensitivity Analysis

I want to compare scans from CMM software in IGES with the original profile on pro e. I think it has to be done by using sensitivity analysis. Can anybody guide me how to perform it?

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Re: Access previous simulations in simulate lite,

Okay and thanks.

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Re: Account for stiffness

Hi Steven, The summary file gives fastener tensions from the baseline analysis (original preload), the 'Base Analysis to scale Fastener Preloads' then it gives the fastener tensions 'Analysis with...

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Help with modeling hammer impact to simulate pyro-shock

     Our senior capstone project involves building a test rig with a drop hammer to exite a fixture that will mount electronic components to simulate a pyro shock to them. We have creo avaliable at our...

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Applying Rotational Constraints?

How do you apply rotational constraints when doing the structural simulation in Creo? I'm using rack and pinion from power steering system for the simulation.

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Re: Applying Rotational Constraints?

Use a pin constraint.  The 3rd entry is an optional rotation constraint.  Use two planes to define the angle.  These planes must be parallel to the pin axes.

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Re: Applying Rotational Constraints?

Thank you for the answer, but it's a little confusing. Do you mind explaining step by step in detail. Sorry for the trouble.

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Nonlinear Contact Analysis

I'm revisiting my analysis from my discussion "Large Deformation FEA". Though I received a lot of useful info, I'm still struggling to get accurate results.  Attached is the file I'm analyzing as a...

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Re: Applying Rotational Constraints?

I may have misread your question.  I was thinking constraining the parts in an assembly, not providing rotational stress for analysis. I only have the simulate light version, and I do not see...

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Re: Applying Rotational Constraints?

There's a couple different ways you can do this:You can apply a Total Load at Point (TLAP), define a measure to calculate the rotation of the point that the TLAP is referenced to, solve the model, look...

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Re: Stress in joint through prestressed bolt

Here's the results from a modified model I made for your parts. I'll try to upload the model later. 

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Re: Nonlinear Contact Analysis

My $0.02 is to avoid including contact if you can given that you're doing a LDA. Contact with LD formulation is somewhat new to Simulate and isn't the most robust. Another issue with this model (when...

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Re: Performing a Drop test analysis in Creo-simulate for a plastic component.

hello,Here is a document.Kind regards.Denis....

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Re: Basic mechanism question

Jose,If you only want an animation you could try this:I assembled the blue part to the orange one, and the green part to the blue one with planer constraints. Then, in the Snapshot dialog box I did a...

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Re: Nonlinear Contact Analysis

Thanks again, Shaun. It seems like eventually I could get an accurate result with methods like you've done, with more fine tuning. Looking at the bigger picture for me: I'm using this 'simple' test in...

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Re: Basic mechanism question

Thanks for your contribution, but it doesn´t suit my needs. I know that I may create the animation with snapshots or exploded views. That´s how I have been doing it so far. But I need to add some...

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Re: Basic mechanism question

Sometimes it is easier to simply stitch together several animation. It is also fairly easy to timeline different servo motor actions.  If each action is unique along the timeline, then this is the...

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Re: Nonlinear Contact Analysis

Hi Chris, A quick look at the pictures and my £0.02 x $/£ exchange rate ... Similar log file error to ones I have encountered which for me meant I 'ran out' of stress-strain curve; no more curve to...

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