Video

i think we can not take fixed support in the simply supported beam as it requires both ends to rotate in the simply supported beam. no moment reaction will be at the end.

We give adjustment and we don't give forces So we speak about deformations( if this bolt displaced 0.3mm due to applied force ) . Did i get true ?

very nice video i want to make a strain gauge like geometry can you have some video

How did you do hand calculation? Do you have video?

Thats great. Thank you!

How we can find the cracks in concrete in ansys 2024 workbench and what are the codes should i used?

Well explained, thank you so much for video 👏

Do I need a full license? I just have the free student license

Bro u amazing

Thank you for the tutorial

Need some help on this with extra geometry, will you do it?

What should one do for latest ansys version? There is no option for size function?

What is the formula for calculating tangent modulus?

Hello, thanks for the video. Can you please explain why your max. bending stress ( hand calculated) is close to equivalent von Mises stress?

Isnt the ring around upper hole a bit too thin? If it was connected wirh bolts or something most of contact would be around the side of ring that is the thinnest?

great tutorial in a short time

www.youtube.com/@BZengineer

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Hello Dr Daylo,thank you for uploading the tutorial! I want to know if I can still work on the Ansys workbench if I don't have the command inputs from solid work that you've mentioned then please let me know

Hello! First of all, I hope all is well with you! I'm a new follower of the channel and I want to congratulate you on your video and CZcams channel! I watched your video "ANSYS 17.0 Tutorial - Non Linear Plastic Deformation I-Beam", which helped me, but I'm having some difficulties in my study. I'm testing an aluminum spar with 4 flanges and 1 web, with holes to join them together. I set the boundary conditions, simulated a non-linear structural analysis in ANSYS, but I can't understand the results, can you help me, please? I need to understand what force/moment makes the structure yield and what force/moment makes the structure actually break. 1. To do this, I have to analyze the equivalent (von-Mises) stress, correct? I see if the maximum equivalent (von-Mises) stress that the simulation gave me is higher than the yield stress of the material and then if it is higher than the resistance stress? (And should I look at the equivalent (von-Mises) stress or the maximum normal stress?) 2. Also, how do I know the structure has broken? In the simulation this never happens, I increase the force and it just starts to deform plastically, until it reaches a point where it can no longer be calculated, as it stops converging (this in cases of very exaggerated and meaningless forces, but the point is that visually the structure never breaks...how do I know it broke through the values?) I will be waiting for your response, please. Best wishes for you and your channel. Best regards, Ana

Very nice tutorials!!!

when we see the velocity and the hydraulic diameter we can say that we have a big Reynolds number so why the flow appears laminar ?

Great intro in how to import or make a part in Ansys and run a quick static structural analysis on it!

can u please tell me how to change the preassure unit from pa to mpa

Hii, we are recreating this for practice. However we did not get 2 data transfers and we followed every step the same. Do you have an idea what might have gone wrong?

Respected sir i am tryin this from a week but still facing a problem while adding cylinderical and bearing support on hole sir i dont not whats the reason behind that it cannot select that cylinderical hole for both bearing laod and cylendrical support sir kinldy gauide me how i solve this problem.actullay when i slect that hole it would turn into green shaded line but when i press apply that agian it remain deselected and no conditon applied on that hole .Sir i know you are professional and you have more knowledge than me kindly help me to solve this issue

I have a question. I'm doing my project on magnetorheological shear thickening polishing for brittle materials. However, I'm doing simulations with ANSYS software for CFD, and I have obtained satisfactory results. But for static structure, I want to check when cracks and fractures will occur and how the penetration of grits or abrasive particles could impact this. Could you please help me with this?

Finally an non panjab Ansys tutorial!

after 8 years still the best!

Hi, thanks for the video. But when I selected the "beam" and clicked on "Assignment" the following message appeared "The shared license is currently not available for this application." What should I do?

Good luck in next tutorials

Here I am begging for videos on brittle materials.

Closing SEA in bucket. Thanks man

Nice and most useful video, sir. How can this software downloaded? Is it free, or do I have to purchase it?

This is how beginner videos should be. All basic steps have gone through for the structural statics. Thank you for your tutorial

many thanks for your effort can you please make video on adding frp layers for steel beam on ansys ??

Wonderful video... it was very helpful... You have explained everything very nicely... thanks very much

I made the drawing in Fusion 360 and exported it as iges file. And when I tried applying the Body Interaction - Reinforment; it just highlights the all bodies yellow and the interaction remains undefined Could you please tell me, what mistake did I make.? Please need your kind support.

"make sure to set the units to something ridiculous before we start"... great

tararengkyu brother

Dr. Dalyo, my name is Carlos, from Brazil, I'm a mechanical and civil engineer. I liked very much your video concerning Linear Buckling I-Beam Tutorial - Ansys 17. I have some doubts about this problem. In case of a a frame structure with two columns and one bean linking each other. How to separate the results of the Buckling Analysis for each column? Is it possible to get the load multiplier for each column separately? Thank you so much for your videos and hope you can help me in this issue.

I don't even have the analysis systems option in my workbench...

I tried the same geometry without adding the surface body but when i was selecting the type of stress i could not show thing like facor of safty while it appers well in case i add the surface body, anybody have explanation with that ?

My simulation said invalid boundary condition what’s the problem please ?

Can I do 2 way fsi in student version

hello, you can make it free please mofo?

SIr can you tell me how to apply Non-Uniform Distributed Load using function in ansys

Thank you !!!! 5 classes of my teacher I couldn't get a shit but after ur 11min video I can actually use it😭

Very clear and very particularl for the beginners...