rightly said. This can be cross checked by removing the bottom weld and running a simulation, in this case the component will start to penetrate. Fortunately, i was able to find a link performing this analysis. Please refer to 13:45 in below video. th-cam.com/video/j7NfN3DLWBs/w-d-xo.html
Thank You for this video. You literally saved my bachelor's degree. I will be forever thankful.
Thank You for this video. It was extremely helpful for an analysis that I am performing.
superb sir, very clear explanation. good good good please keep it up
Thank you Thulani, great video!
Very good explanation :-)
Thanks! Very clear explanation.
Boss!!!
Can you please make video for contact analysis...Hole to axle?
Thank you Sir! May I ask if the interfaces between the welded plates could be "contact" instead of free?
rightly said. This can be cross checked by removing the bottom weld and running a simulation, in this case the component will start to penetrate. Fortunately, i was able to find a link performing this analysis. Please refer to 13:45 in below video.
th-cam.com/video/j7NfN3DLWBs/w-d-xo.html
Hi,
Thanks for the video, but shouldn't the interface at 3:12 be "contact" instead of "free" ?
Hello I am wondering if there is possible to see the maximum stress in the bults?
can i export the geometry with the bolts in place
If you are using contacts then you must have done Non-Linear Contact Analysis
Hello sir, how to do the structure dynamic load analysis?
Talk less and show more. Try to solve a problem with FEA rather than show what Creo Simulate can do.