All your videos are very detailed and thorough. Its really helping a lot. Thank you very Much!

@productONESolutions

2 жыл бұрын

You're very welcome!

Thanks alot man. It clears alot of things.

@productONESolutions

3 жыл бұрын

You're welcome!

EXCELLENT... Thanks. Maybe a little fast paced but I prefer that over someone going too slow and losing my interest. Can you share the model for this as a teaching aid? Thanks!

Thanks for all your videos! I'm having trouble getting some more complex contact analysis to converge on SPA. How accurate do you think the stresses are running on QC for this analysis vs SPA or MPA?

What type Model setup settings are you using? Is this free or contact? Would be interested to learn more about how free, contact and bonded simulations can be set up and their differences and effect on results. Great video thanks

Hello, is it possible to somehow use the deformed part from the calculation demonstration (the final one with bending) in the assembly? That is, use it for clarity, at least in the assembly... Just a shell, for example...

Hi , in this case, is it possible to use load instead of displacement? Many thanks~!

Can you please let me know how to show a graph with force in one axis & Deflection of beam (Snap feature) in another axis.

i am doing load simulation for hydraulic press, but when applying force, a part of this part when deforming invades through the volume of another part, i have created a contact link between them but still no fix it, can you help me?

Can you do a video explaining the mapped meshing and prismatic meshing in more detail please?

Kindly, do more videos & make it more brief. 👍🏿

It doesn’t work on shell elements right?

Hi, can you do O-ring squeeze analysis in Creo?

What version of Creo are you using here? I'm working in Creo 4 and cannot see 'Override Model Penetration' check box!

@productONESolutions

3 жыл бұрын

I am using Creo 6 for this video, but you can do the same thing in Creo 4

I'm trying a similar analysis and results are converging. The problem is when I'm increasing co efficient of friction reaction force is coming down considerably which doesn't make sense. Any clue on what's going on?

Hello sir, Actually i have one structure without mounting on floor, its height 1.1m. Howmuch force required to make fall down the structure? The force applied on the top edge. Is there any way to find out the force magnitude in creo analysis? Please reply sir........

Thank you! This video is very useful.

@productONESolutions

3 жыл бұрын

Glad it was helpful!