ANSYS 17.0 Tutorial - Non Linear Plastic Deformation I-Beam
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- Опубліковано 22 сер 2024
- ANSYS Workbench 17.0 Tutorial for a Non Linear Plastic Deformation Cantilever I-Beam with uniform varying load. In this tutorial I will go over the different plasticity models such as bilinear and multilinear isotropic hardening and how to get plastic deformation results in ANSYS 17.0. We will go over built in cross-sections, modeling of an I-Beam (or American Wide Flange Beam, W Beam), use of substeps and multistep problem creation, creating a stress-strain chart plot of the results with unloading, cross-section views and finally report generation.
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0:40 diagram analysis
1:38 static structure
2:17 Plasticity (toolbox) -Bilinear vs Multilinear
4:41 engineering data source - general nonlinear material
5:18 Geometry to draw the model
6:00 concept - I beam
7:44 model (under the main toolbar)
8:10 Mesh
8:30 Analysis setting
9:40 static structure- fixed support- insert pressure
10:00 Magnitude: Tabular
11:45 solution output: force convergence
12:20 insert stress
14:40 insert stress for a mesh node
15:30 new chart and table for results
16:50 section cut
17:18 create an image for each result
Thanks so much for the tutorial! Sadly what I was taught during lectures on FEA did not help much when it comes to modelling in practice. The world needs more quality videos such as these! Keep it up!
First time i have watched video in which guy explains non linear analysis with simplicity. I am trying to learn ansys from past year. This video taught me non linear analysis. I feel like how much ever i thank you its not enough.
The first video of ansys on youtube which explains each and every step conceptually, otherwise you would see videos of ansys on youtube where u would find a person doing steps and not explaining why they are doing that particular step .. keep up the good work.
your lecture is very specific and easy to learn. Thanks and keep it up .
I LOVE UR TEACHING SKILL... CLEAR VOICE THANK YOU SO MUCH
Welcome!
Its like cheat sheet before exams. Thanks for the content.
fabulous tutorial!!!! Please upload more tutorials of ANSYS workbench.
Wow, its amazing lecture. Non linear modeling was very difficult for me before this video, thanks.
I'm new to Ansys and your video helped me a lot. Thanks :)
+Ahmed Ashraf Welcome!
Hey, may I have your email address? I'm having a problem and was wondering if you could help.
One of the best explained videos. Awesome!!!
+vijay jangid thanks very much!!
Keep on doing what you re doing, these Tutorials are so compressed with informations and tricks and I like that.
The examples could get more difficults :p its always a pleasure to watch you resolve them.
I had always a problem workinig with 18.2 when importing a STEP File (originally from Solidworks) and try to apply a force or a certain surface (not the whole surface just a section of it), without going through the Construction Modeler since its an imported part.
Thanks for everything !
in that case, you can make a named selection for the whole area and then chose it to put pressure or force on the named selection area.
Love your lecture! Clear, detailed!
Thxx!
this video really helping my dissertation, thanks.
Glad to hear it!
Truly appreciate your instruction on this topic and others. Thank you.
Great teaching, very helpful Thank you
Welcome!
Very informative analysis thank you !
Glad it was helpful!
I work on Simulia abaqus, same concepts but the ansys UI is much easier as you're working with it.
Great video, thanks alot.
Agreed, Thanks!
I have seen two of your videos.Both are great.Very useful.
I'm currently writing my master thesis on the subject of plastic deformation for dynamic loads, thank you so much for the video!
thanks for your lesson.
谢谢
Muchas gracias
Greetings from Ecuador
king 👑. thank you so much
Thank you for this amazing tutorial !!!!
Welcome!
Thanks for the good work you are doing.
+Nazmul Hussain thank you!
hello....thanks for those tutorials. it's very interesting the way you explained it with different analysis features and tools
+Aniket Phadke thanks for watching!!
Thanks it is very educative and self explanatory, really appreciate.
Thank you.. you are a master trainer
Thank you!
This tutorial was remarkable... Thanks for sharing!!!
welcome, thanks!
Great explanation thank you very much.
Welcome!
Great job man. Thanks a lot for your time. Please, keep teaching
excellent explanation
Thank you!
Hi, thanks for your tutorials! I'm new to ANSYS (been using Midas FEA before) so these have been very helpful.
This is an excellent video
Thank you!
Great Video! Thank you!
Hello Dr. Dalyo!, thanks a lot for your videos, your time and your desire to teach...:)
Thank you for the tutorial
Really a great work
Thanks a lot 😊
Thank you very much for your wonderful and easy explanation!
Thanks a bundle for this helpful tutorial,
u R Ammmazing Maaan. I really really love the way u present. 💗 keep up m8. i wanna be the master of Ansys workbench by ur teaching 👍
thanks a lot for the time and effort you spent doing this video, actually I come from a cfd background and I found your step by step approach really valuable, please keep sharing these tutorial videos & highlighting the general workflow. very useful loved it, sub & liked
thank you the tutorial was great! :D
You're welcome!
Nice job, thank you for your help !
Welcome!
wow! you did a great job! Thank you!
Thanks!!
thank you for the video and the way you explained through graphs was awesome...!!
+bhupendra singh thakur Thank you!
Very good tutorial!Thanks!
Hello sir, thanks a lot ,your lecture is very easy to learn...
Awsome! Thank you.
thank you very much , this will help me with my final project! :)
a great video, thank you
Thanks alot Dr. Daly
you've been saving lives!! please teach us how to do a tensile loading experiment!!
P.S. i needed to reduce the mesh to 10 mm, due the student license version.
I am in CFD with experience in Thermal and Fluid Field... But now planning to expand it to Aero-thermo-Structural... Basically for FSI ( Fluid Structural Interaction)
Thank you so much.
Very helpful!
THANKS A LOT FOR THIS VIDEO!
you sir are awesome
well done what a great video
I am learning this video is very helpfull for me
Wonderful
Thank you
Thank so much for tutoring sadly whaat I was taught during lacture on FEA did not help much wen I come to modeling in practice
It's very helpful.
Thanks
Very clear! Thank you!
hey thanks for your video.
Thanks...
Defenetly best explanation and Tutorials on youtube about FEM ! By the way, what happens if you are using linear material ? Do you get the same stress and deformation ?
So that means if you want to analyse a problem you have to know before that it will be non linear ?!
Very good..
Amazing tysm sirr
Please give a video on how to determine the ultimate strength of a beam. Something like we test in a laboratory.
many thanks for your effort can you please make video on adding frp layers for steel beam on ansys ??
非常感谢您的分享
from China
good,it's useful for beginer.
Thanks for the amazing tutorial. Just want to get a clear idea what initial, minimum and maximum substeps signify.
It basically means how many sections you want to divide the force by when calculating. The higher number of substeps usually means your solution will converge better without any error. So lets say I want to divide my force by 5, that would be the initial number of substeps. If the computer finds that it can solve the solution using less during the run then you can allow it to be lowered to say 2, which would be your minimum. And maximum is if say the computer cant solve with 5 substeps and needs to increase it, you set the top limit to say 10. Note the higher the maximum the more time it may take to solve depending on your model
@@drdalyo Thanks
great job
Hi I've been watching your tutorials since I had a pretty basic understanding of ANSYS (16).. I've learned a lot by watching and doing the tutorials.. Many Thanks.. Could you possibly do a 1D beam example, 1D plate example and a 2D axis symmetrical analysis like a pressure on a circular plate.
thanks, great work
good video, thanks
Very Good
Nice
thank you
A well explained video sir. Thanks for that.
And we will be pleased if u upload videos in ansys apdl along with workbench sir...
WELL DONE!!!
Many thanks
good . yeah its good man
Great Video. You are definitely the most helpful out there and one of the best. Any thought to doing an analysis of a standard AISC wide flange, maybe simply supported, showing how to simulate lateral torsional buckling compared to the theoretical LTB calculation. That would be great. It is a little more difficult than some of the basics.
Hi, for Multilinear data you have tried to enter 0.1 as the first value in plastic strain. but asnsys won't accept it as the first point should be 0 plastic strain against yield stress.
thanks! this is great, I will donate you money
+megadeth1231 Thank you very much! Kind of you.
Thanks for this lecture. very informative. Can we please also have a tutorial on a Plate- Ball Drop test?
u need the make new videos man we need u still ^^
just made one!
much appreciated.
1.Can i use this in nonlinear RC beam analysis ? if no, then how to nonlinear RC beam analysis ?
2. I have stress-strain curve points for high strength concrete can i input it in material dialog in ANSYS ? should i have temperature for it for analysis in ANSYS ?
Great video! thank you !!
looking forward your replying.
Dear Sir your effort is really appreciable, can you please upload your video to explain the fatigue analysis for pressure vessel having a saddle support with complete model
Thank you for your wonderful video sir! In this video i learned how to apply varying load but i also want to know how to apply varying velocity in explicit dynamic. I know how to vary velocity w.r.t time but i want to know how to vary velocity w.r.t length as like uvl.
Thank you! Off the top of my head I dont know because i have never done it. Could be an option in the velocity properties, or worst case require an APDL script.
I loved it ! Im working on my dissertation, and importing my design into ansys, from Solidwords.. and it is a square block with a axle pointing out from it.. with a load of 53 kN.. And im struggeling to do something like what you are doing here! just will not let me click solve..
thank you very much. But how about lateral torsional buckling problem?
After adding bilinear isotropic material, my ANSYS does not respond. Even though I reinstalled it.
Is it possible to turn the loading condition into a cycle and conduct a fatigue analysis this way?
Thanks in advance
Yes it is! You can probably find other videos on this (not by me).
thanks.