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- เผยแพร่เมื่อ 12 ก.พ. 2016
- 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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your lecture is very specific and easy to learn. Thanks and keep it up .
Truly appreciate your instruction on this topic and others. Thank you.
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.
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
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.
I'm currently writing my master thesis on the subject of plastic deformation for dynamic loads, thank you so much for the video!
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
I LOVE UR TEACHING SKILL... CLEAR VOICE THANK YOU SO MUCH
Welcome!
One of the best explained videos. Awesome!!!
+vijay jangid thanks very much!!
Great job man. Thanks a lot for your time. Please, keep teaching
Hi, thanks for your tutorials! I'm new to ANSYS (been using Midas FEA before) so these have been very helpful.
Hello Dr. Dalyo!, thanks a lot for your videos, your time and your desire to teach...:)
I have seen two of your videos.Both are great.Very useful.
Wow, its amazing lecture. Non linear modeling was very difficult for me before this video, thanks.
fabulous tutorial!!!! Please upload more tutorials of ANSYS workbench.
Thanks it is very educative and self explanatory, really appreciate.
Love your lecture! Clear, detailed!
Thxx!
Thank you very much for your wonderful and easy explanation!
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 alot Dr. Daly
Its like cheat sheet before exams. Thanks for the content.
Thank you for the tutorial
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.
THANKS A LOT FOR THIS VIDEO!
Very good tutorial!Thanks!
Thanks a bundle for this helpful tutorial,
This tutorial was remarkable... Thanks for sharing!!!
welcome, thanks!
Awesome video! Thank you!
thank you very much , this will help me with my final project! :)
well done what a great video
king 👑. thank you so much
Thanks for the good work you are doing.
+Nazmul Hussain thank you!
Muchas gracias
Greetings from Ecuador
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!!
this video really helping my dissertation, thanks.
Glad to hear it!
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.
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.
Very clear! Thank you!
thank you for the video and the way you explained through graphs was awesome...!!
+bhupendra singh thakur Thank you!
Thank you for this amazing tutorial !!!!
Welcome!
Awsome! Thank you.
you sir are awesome
Awesome video. Thanks!
thanks, great work
It's very helpful.
Nice job, thank you for your help !
Welcome!
Very helpful!
wow! you did a great job! Thank you!
Thanks!!
Really a great work
Thanks a lot 😊
a great video, thank you
Hello sir, thanks a lot ,your lecture is very easy to learn...
excellent explanation
Thank you!
great job
Very informative analysis thank you !
Glad it was helpful!
Very Good
WELL DONE!!!
Thank you so much.
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)
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 ?!
hey thanks for your video.
Great teaching, very helpful Thank you
Welcome!
thanks for your lesson.
谢谢
Thank you!
If we want to calculate "set", would we simply find the difference in strain in the stress-strain curve between loading and unloading? And how do you know if the next loading will cause additional set? Do you simply run more time steps and check the curve again? When the second loading happens, does ANSYS start with the plastically deformed geometry, or the original shape?
If only a few surface elements in the mesh are showing stress values over the yield stress, but the rest of them inside the cross section are good, does the beam still fail?
Thanks for this tutorial. I have a question about the tangent modulus. Should it not be less than young's modulus since slope of curve is shallow after the yield point?
it's a very helpful tutorial.
I was wandering if you could help with doing a push over analysis for multi story rigid frame (more than one indeterminate).
thanks,
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!
Many thanks
thank you
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.
I am learning this video is very helpfull for me
thank you the tutorial was great! :D
You're welcome!
Great explanation thank you very much.
Welcome!
much appreciated.
Amazing tysm sirr
Thank you.. you are a master trainer
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...
Thanks
Thank you very much for the informative lecture. Would you please tell us that which type of non-linearity does this method use?
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..
good video, thanks
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.
Thanks...
This is an excellent video
Thank you!
Very good..
Thanks for this lecture. very informative. Can we please also have a tutorial on a Plate- Ball Drop test?
thanks.
good，it's useful for beginer.
very nice, thanks! but why didn't you use the Equivalent Strain (von Mises) for you evaluation? is there a difference to the one you used?
Nice
Wonderful
Thank you
Hello thank you, good video, I have a question, because when I apply a force it gives me different, I can not get the curve or anything
Great! Thank you. I am looking for Solidification AND FSI tutorials. Do you have some? That would be awesome. Have a wonderful day.
Thank you very much for this great tutorial. Could you please help me in performing a nonlinear buckling analysis in Ansys?
Have you ever used multilinear isotropic hardening? I have doubts abaut this option... I don't know if do i have to put in the table, in the first row the yield point and zero deformation? or (0;0), (elongation at yield; yield point) and others point?
DrDalyo, Is there a video which illustrates how hydrostatic stress (average of sigma1, sigma2, sigma3) is obtained from ANSYS analysis? This is for calculating permissible strain limit as per ASME VIII Div 2, Eq 5.6. Also, what would be a good source for true strain curve for AISI 4130 alloy?
Hello dr how are you? do u know how can i define a variable load along a edge as you do but with line pressure? for instance with a triangular load?
thank you very much. But how about lateral torsional buckling problem?
could you please clarify me wether if have to take plastic strain or common strain for multilinear isotropic hardening. I need your reply it is so helpful for me. thank you sir.
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.