ANSYS 17.0 Tutorial - Non Linear Plastic Deformation I-Beam

[@JJUmusic]

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!

[@sangmeshshettar2825]

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.

[@zeeshanbashir7428]

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.

[@ytinw6566]

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

[@Charm-hu]

god bless!

[@nahidame]

your lecture is very specific and easy to learn. Thanks and keep it up .

[@vigneshwarank3182]

I LOVE UR TEACHING SKILL... CLEAR VOICE THANK YOU SO MUCH

[@drdalyo]

Welcome!

[@MechScience]

Its like cheat sheet before exams. Thanks for the content.

[@sadokfennira]

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 !

[@seyarbayat4770]

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.

[@eliasahmed-d5u]

From Bangladesh, your explanation really outstanding . I'm a beginner. Deserve appreciate

[@vijaygj123]

One of the best explained videos. Awesome!!!

[@drdalyo]

+vijay jangid thanks very much!!

[@iftekharrousseau493]

fabulous tutorial!!!! Please upload more tutorials of ANSYS workbench.

[@ahmedashraf-1458]

I'm new to Ansys and your video helped me a lot. Thanks :)

[@drdalyo]

+Ahmed Ashraf Welcome!

[@ahmedashraf-1458]

Hey, may I have your email address? I'm having a problem and was wondering if you could help.

[@atilahun2354]

Truly appreciate your instruction on this topic and others. Thank you.

[@felix15435]

I'm currently writing my master thesis on the subject of plastic deformation for dynamic loads, thank you so much for the video!

[@rakeshsinghai9779]

I have seen two of your videos.Both are great.Very useful.

[@yijiazhang1117]

Love your lecture! Clear, detailed!

[@drdalyo]

Thxx!

[@kevintanady9492]

this video really helping my dissertation, thanks.

[@drdalyo]

Glad to hear it!

[@hermeswilliansantiagoflore4988]

Hello Dr. Dalyo!, thanks a lot for your videos, your time and your desire to teach...:)

[@elisabethgrc]

Hi, thanks for your tutorials! I'm new to ANSYS (been using Midas FEA before) so these have been very helpful.

[@juancarloscubisino7411]

Great job man. Thanks a lot for your time. Please, keep teaching

[@rostamr4096]

Great teaching, very helpful Thank you

[@drdalyo]

Welcome!

[@EngrAbubakarAyubaBabannaMEngRE]

Thanks it is very educative and self explanatory, really appreciate.

[@saeedmouloodi5635]

This tutorial was remarkable... Thanks for sharing!!!

[@drdalyo]

welcome, thanks!

[@Uhmm1995]

Muchas gracias Greetings from Ecuador

[@mebrahtuembaye2118]

Very informative analysis thank you !

[@drdalyo]

Glad it was helpful!

[@aniketphadke4010]

hello....thanks for those tutorials. it's very interesting the way you explained it with different analysis features and tools

[@drdalyo]

+Aniket Phadke thanks for watching!!

[@bilelkm]

I work on Simulia abaqus, same concepts but the ansys UI is much easier as you're working with it. Great video, thanks alot.

[@drdalyo]

Agreed, Thanks!

[@qantum251]

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

[@sanketbhavsar5274]

Very very nice explanation

[@CB-hn6pr]

Thank you for this amazing tutorial !!!!

[@drdalyo]

Welcome!

[@tareqal-hababi2954]

Thank you very much for your wonderful and easy explanation!

[@insioni]

king 👑. thank you so much

[@bhupendrasinghthakur1950]

thank you for the video and the way you explained through graphs was awesome...!!

[@drdalyo]

+bhupendra singh thakur Thank you!

[@JacobTJ1]

Thank you.. you are a master trainer

[@drdalyo]

Thank you!

[@vahidm7]

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 👍

[@albertodejesusbarcelourias9773]

thank you very much , this will help me with my final project! :)

[@candialiviuscandialivius9837]

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 ?!

[@sahinsozen3946]

Great explanation thank you very much.

[@drdalyo]

Welcome!

[@MrPizzaman09]

This is an excellent video

[@drdalyo]

Thank you!

[@djamilahad9179]

Really a great work

[@drdalyo]

Thanks a lot 😊

[@Tuffaha]

excellent explanation

[@drdalyo]

Thank you!

[@luanlovelyman]

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.

[@fevzitopcu9023]

wow! you did a great job! Thank you!

[@drdalyo]

Thanks!!

[@agogenola1985]

Very good tutorial!Thanks!

[@2008uitm]

Thanks alot Dr. Daly

[@guggi2791]

Nice job, thank you for your help !

[@drdalyo]

Welcome!

[@komal48428]

Hello sir, thanks a lot ,your lecture is very easy to learn...

[@hackfleischkarl3718]

thank you the tutorial was great! :D

[@drdalyo]

You're welcome!

[@IMAli176]

Thanks a bundle for this helpful tutorial,

[@jorgechr325]

THANKS A LOT FOR THIS VIDEO!

[@thomasnguyen3947]

Awsome! Thank you.

[@王环环-m5t]

thanks for your lesson.

[@drdalyo]

谢谢

[@abdullahjanamiri4586]

well done what a great video

[@zealot4325]

Thank you for the tutorial

[@alfredodaidone3349]

Very clear! Thank you!

[@ermannomazzoncini7110]

a great video, thank you

[@vivekstreme1994]

you sir are awesome

[@BrunoSilva-ur7sb]

Very helpful!

[@نورالاسلام-س2ن]

Wonderful

[@drdalyo]

Thank you

[@realkanavdhawan]

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)

[@Harshveer2222]

Thanks for the amazing tutorial. Just want to get a clear idea what initial, minimum and maximum substeps signify.

[@drdalyo]

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

[@Harshveer2222]

@@drdalyo Thanks

[@MS8three]

Thank you so much.

[@Shasta-j2t]

I am learning this video is very helpfull for me

[@yongwang6081]

It's very helpful.

[@amitdeshmukh9660]

hey thanks for your video.

[@Nick66606]

great job

[@rahulpatidar7106]

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

[@yunusemreucar4122]

thanks, great work

[@jayteebee69]

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.

[@eslamabdelzaher379]

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

[@STV-Lz]

thank you very much. But how about lateral torsional buckling problem?

[@MAMotinSobujsobuj23]

Thanks

[@PraveenKumar-et1uc]

Amazing tysm sirr

[@koniako1982]

WELL DONE!!!

[@designotesce765]

Please give a video on how to determine the ultimate strength of a beam. Something like we test in a laboratory.

[@MihaiDumitrumath]

Very Good

[@soulwani]

Very good..

[@SAIKRISHNA-it6jv]

A well explained video sir. Thanks for that. And we will be pleased if u upload videos in ansys apdl along with workbench sir...

[@megadeth1231]

thanks! this is great, I will donate you money

[@drdalyo]

+megadeth1231 Thank you very much! Kind of you.

[@alshaymaakhalil6318]

Many thanks

[@hongkongzheng2803]

good，it's useful for beginer.

[@schoolie78]

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.

[@aaqibpeerzade3485]

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.

[@mazinomer3562]

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.

[@aliakyildiz6470]

Is it possible to turn the loading condition into a cycle and conduct a fatigue analysis this way? Thanks in advance

[@drdalyo]

Yes it is! You can probably find other videos on this (not by me).

[@AhmetYavuz-ng1ne]

good video, thanks

[@mahamademad9124]

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,

[@workalemahumanaye2135]

thank you

[@512mbramnpnp]

Thank you very much for the informative lecture. Would you please tell us that which type of non-linearity does this method use?

[@imranhasan3079]

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

[@saurabhkale2778]

Why does the analysis result show stresses beyond yield point when in theory only strains should increase and stress should remain at yield?

[@ThomasHaberkorn]

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?

[@zikusookasophiewamono4784]

Thanks for this lecture. very informative. Can we please also have a tutorial on a Plate- Ball Drop test?

[@krishj8011]

Nice

[@jakubp1790]

It is a very good tutorial, however your result is far from the actual beam deformation shown at the end. Have you been able to produce a more realistic result, by playing with different (e.g. more unsymmetrical) loads or boundary conditions?

[@jegheterNygaard]

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..

[@BindazOm]

can u plz explain some basic stuffs too? related to that stress,strain,etc

[@drdalyo]

You could check out my other videos for this!

[@shamiabd]

much appreciated.

[@pop4ti]

Thank you very much for this great tutorial. Could you please help me in performing a nonlinear buckling analysis in Ansys?

[@حامدمحمدزاده-ب1ل]

good . yeah its good man