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How to analyze the von Mises failure theory of that wide fin beam
How to analyze the von Mises failure theory when that tube is worked as a beam
How to analyze the von Mises failure theory when that tube is worked as a beam
terimakasih, dapatkah kamu memberikan rumus dan penyelesainya dalam bentuk link/gdrive ?
great video ! Can we see the values of the weld size required in the assembly? It seems rare it requires different sizes along a circular weldment. Thanks !
From where you took the dimensions Sir
Very useful👌❤
titan
Thank s ❤
what is the keyboard short cut iso view?
Hi, why we see bending moment result on bolt? We check bolts as per code (EN-AISC etc.) and i cannot see bending moment check there? Could one explain it ?
Hello shouldn't the load be concentrated on the halfway distance of the 15 thickness? If so how you put load of 16 Kn totally distributed along the edge.that means that you should multiply this uniform 16 Kn load by 15 to get the equivalent point centered load. Am I correct?
wow! thanks a lot!
You're welcome!
Sorry, @@cadcaelab, Is It necessary to suppress coincident mate before starting simulation?
Good afternoon. Why do my bottles fly out of the rotating drum when analyzing motion? depends on the thickness of the metal? you have 5 mm, I have 1.5 mm. and contacts between each other Acrylic and steel do not work
A Massive respect for this help🫡❤
May i get the ansys model please ?
Thank you for this excellent video. I had run acroos this problem on mechanics of materials book and after I just have saw your video. It really help me a lot in order to comprehend the problem
Excellent!
What about the wheels though
Hello, i also want to ask how do tou get the sigma y and the tauxy? Please answer my question thanks very much
Hi there nice video. One question why you didnt delete the Global Bonded interaction, the reason is you have already the local contact interaction and bolt connection? Your explanation is very much appreciated. Cheers!
the beam diagrams button is not there :(
Very helpful video. Thank you sir!
Please make video example for pipeline simulations, Calculations: pipeline route study, wall thickness and material grade selection both rigid and flexible pipe, collapse and buckling analysis, on bottom stability analysis, pipeline end expansion, pipeline free span, bottom roughness analysis, lateral bucking analysis, pipeline crossing and its structural supports design, fatigue analysis.
Would you happen to have a reference that explains the sign convention for the shear and bending diagrams? I am trying to relate the sign to the direction of the 1 and 2 axes and I am not sure my interpretation is correct. Amy reference will be appreciated. Thanks!
Awfully big deflection for the length of the beam. Maybe I didn't see a decimal
How did you get the value of σx = 22.635 and 𝜏xy = 41.875 for calculating maximum plane stress ?
Hi, can you do FEA for the landing gear that you developed?
Also, can you design a simple landing gear with just one spring, one dashpot and mass?
I'm grateful what you did
Thank
Excellent watch, keep up the great work 👍
Thank you!
Hi brother, just wanted to sat thank you, great presentation, I learned some nice work flow solutions from you and subscribed!!! 👍
Awesome, thank you!
Please give me some advice I have a problem with the simulation of screws, more precisely with one data that I need to enter, it is the PRE-LOAD data. I know what the bolt preload is and I have a table for these values. example for M10 8.8 Suggested Bolt Load 28.1 KN Approximate Torque 56.3 Nm But when I enter the bolt preload value, it gets unrealistic results. Can you tell me from which table to use for the metric thread. WHERE AM I GOING WRONG? thank you
great video, can you make a video on how to get the 2-dimensional drawing including a sectional view of the final assembly
Thank you so much for this...I have learnt something new today....I appreciate your efforts
My pleasure
Thanks mate. Finally finished making this. Can't wait for another tutorial.
Thanks man. I'm now left with assembling. I have a question, how did you edit this video? What software did you use. I like the animation and your name. and the last question, if per say I'm good at designing things like these, where should I advertise my skills and is it possible to get a job based only on these skills? I would really appreciate it if you answered these questions.
Thank you so much man! Wish there was a way i could show you when i finish what i would have done
Can someone answer to my Q, usually a beam subjected to bending and shear and we check for both, but here in this video, the beam only shows over stressed under the point load. so my Q's are 1.is this output only reflecting the flexural stress if not what stress? 2. how do we know this will satisfy the max shear at the support?
Bro this is new knowledge
Thanks for the video.
Hello good Sir. Why do you have reaction forces also going another direction apart from the one indicated on paper. Or you just have to know
well done!
wow thank you so much
You are most welcome
Hello, when I try to run the results, this message appears: "No loads or prescribed displacements are defined (for problems, with special loads such as Thermal, Gravity or Centrifugal, activate the proper flag) Loads on Fixed-Rigid parts would not be active." Do You know how could I solve it?
Very nice to see both FEA calculations and the hand calculations.
Thank you!
M16 bolts have a pitch of 2, which means 1 thread every 2 mm, or 0.5 threads per mm, not 2 threads/mm as shown. Very helpful video!
Great video mate!! I followed along on my home computer and each time I went to run the simulation, I got a notification saying the bolts were not torqued, so I added torque, but still that seemed not to work very well. Perhaps I did that wrong, but I used a torque table I found online and it said it was an unusual torque range or something like that. How come yours didn't ask for pre-load? Also, I noticed that @4:19 you didn't actually check the Strength Data check box. I found that if I didn't check that box, I couldn't access the bolt/pin check because I didn't have strength data entered. Did I miss something that you did? Do the holes need to be exactly the size that you want the bolt to be? I've used the hole wizard to make "loose" M16 thread clearance holes which are 19mm dia. but that then doesn't like adding that size bolt. Also, I tried playing around with custom material properties and it REALLY didn't like that. Thanks for a great tutorial. Your simulation videos are teaching me heaps.
I will try it also. His videos are the best
Dont you need to set a pre load for the bolts? Whenever I try doing the same as you, my software crashes when visualizing the bolts resistance result
Thank you so much for the clear demonstration, I really appreciate that, Could we perform this analysis in Solidworks 2018?
You certainly can, it is possible to perform this simulation in 2018.
the landing gear is for which aircraft?
The intent of the exercise is to go over the kind of motions and assemblies mates that can be performed in solidworks , therefore, no specific aircraft for this sample assembly.