The is absolutely fantastic. You're one of the best FEA resources on KZitem!
@drdalyo
3 жыл бұрын
Thank you!!
@sekharms193
3 жыл бұрын
Hi @Felipe_Mejia , I have a error in this tutorial and some doubts too. Could you please help me to get a solution ?
@HamOn-ps1ym
7 ай бұрын
I´ve seen thousands of videos about Ansys, and for sure this is best guy. The quality of the video, the speaking, the way he teaches, the absence of errors (modifying if so), the saving time and of course what he teaches. Everything is perfect. Please do not change anything on further videos. Please more videos about Microplane Model.
@alvaroma471
3 жыл бұрын
Thanks for your model, it's really inspiring. I've one question: ¿is this model able to simulate cracking and crushing? It seems that Drucker-Prager concrete is a kind of plastic material since there's not a decrease in its stress when tension strength is reached. What I mean is, is there a way to combine steel reinforcement (via REINF264 elements) with cracking-crushing concrete (via SOLID65 elements with CONCRETE model)? Thanks in advance and br!
@HamOn-ps1ym
7 ай бұрын
Here I am begging for videos on brittle materials.
@vyregabon2316
3 жыл бұрын
hi Dr Dalya can you make tutoral nonlinear buckling analysis in ansys workbench 2020
@marcinszyszka7734
11 ай бұрын
great job, thank you very much for sharing. For your information, I repeated this simulation with version 2023 R1 and the idea provided in tutorial works. Results are however slightly different - in the first phase it is almost identical as Ansys Inc., then, after reaching peak force reaction the softening happens faster (results go belowe experimental curve), however it is still satisfying. I will play later with analysis settings and check the correlation. Thanks once again!
@djerradabderrahim
3 жыл бұрын
Hello, Please can we use the same simulation process but using other analysis type such as Transient analysis or Random vibration analysis ?
@nareshkumar-td7fb
3 жыл бұрын
Sir upload videos in composite material analysis
@yashpipal4891
3 жыл бұрын
H ow to download geometry that given file has many files in it?
@drdalyo
3 жыл бұрын
At the top right, there is a down arrow, to download the single file (DrDalyO_Joint_Geometry.scdoc)
@harikarthickbs4201
3 жыл бұрын
Hi sir, can make a tutorial for connecting the stud connectors in composite construction using conta178. It will be useful for me Thank you .
@fablzz335
3 жыл бұрын
Hi there I have a question. Can you make tutorial for ACP PrePost for example for sphere? For zone winding of composites. It`s can help me so much. Thank u for your videos.
@somur_cse2378
2 жыл бұрын
Sir...... A message of "an unknown error occurred during solution" will generate at the end so what to do sir....... Pls help me sir....
@drdalyo
2 жыл бұрын
You must use the same version of ANSYS 2020 R2. There are reports that newer versions of ANSYS no longer work with this tutorial.
@Mahmoud-fd2kn
2 жыл бұрын
@@drdalyo Kindly, are there any lines of code (commands) that we can use to tackle these version-related errors?
@HamOn-ps1ym
7 ай бұрын
It worked for me.
@rzgarasadd2395
3 жыл бұрын
fantastic sir , i need more about rcc members , but could you tell me whic one better software Abaqus or Ansys ?
@drdalyo
3 жыл бұрын
They are both great softwares, use whichever you know more about!
@Mentes_Construtivas
7 ай бұрын
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?
@yariiijan8225
3 жыл бұрын
Is Ryzen 5 4600H with Nvidia Gtx 1650 good for Ansys, Solidworks, Openform, Hypermesh, Ansa? Any problem in that? Reply fast
@drdalyo
3 жыл бұрын
I believe only Nvidia Quadro is supported, please check the ansys website for this. I also have a GTX and it does not work, so I only use my multicore CPU for the solver.
@sahinsozen3946
3 жыл бұрын
It is wonderful as usual. Thanks a lot. Can CPT215 be used for masonry?
@drdalyo
3 жыл бұрын
Not sure but it is a versatile element type so I would think so.
@sahinsozen3946
3 жыл бұрын
@@drdalyo Thanks!
@InanSakar
3 жыл бұрын
Hey sir I have a question. I have built a suspension bridge on Ansys and I need to pre stress the main cables of the bridge using ‘INISTATE’ command but I don’t know how to just prestress specific elements. I located the element ID in solution information which is (417 and 418) in my case. Do you mind helping me out on writing this apdl command? Would greatly appreciate it. Thank you!
@inkwizytor84
3 жыл бұрын
You can create named selection from element you want, and then via command cmsel select specified component and aplly inistate command respectively.
@uddomchheng7155
3 жыл бұрын
Hello sir. I run it and the program shows me "An unknown error occurred during solution. Check the Solver Output on the Solution Information object for possible causes." How can I solve this problem?
@drdalyo
3 жыл бұрын
Please copy your Solver Output to a text file and upload it to a site like pastebin and share the link here. I can have a look.
@sreejansree7899
3 жыл бұрын
Very well explained. I tried to recreate the model and managed to run it without any error till 50th iteration. It is showing some error after 50th iteration saying cpu time exceeded. I tried with turing large deflection off and managed to run till 62 iterations. Still I'm able to see partial results. I have some other doubts too. Can we use CPT215 with tetrahedron elements? I saw Drucker-Prager Base model in Engineering data with Uniaxial Compressive and Tensile strength and Biaxial compressive strength. Can we use it instead of the code ?
@drdalyo
3 жыл бұрын
You can try however i do not believe you can enter the same parameters. And no you cannot use tetrahedral elements
@wangjeerneeful
2 жыл бұрын
Thank you Dr. Dalyo for your useful videos
@drdalyo
2 жыл бұрын
Nice of you!
@anygoodboy7545
3 жыл бұрын
Sir I did same like you but I am getting error during solution check the solver output on the solution information object for possible causes So please help me sir
@drdalyo
3 жыл бұрын
Please double check you are running the same version as in the video. Many reports of it not working on the latest Ansys version. You may need to downgrade.
@irdotcomid741
3 жыл бұрын
Thankyou Sir, It is Great Numerical Simulation. Im Sorry, I Want to ask. why Im always failed to import Your model geometry to my abaqus. please give the advice to me
@drdalyo
3 жыл бұрын
Maybe you need to covert the file format before importing
@irdotcomid741
3 жыл бұрын
@@drdalyo Hello sir, in this part of command have defined stress and strain concrete ? "TBDATA,1,21,36.34,3,1,40000,-35 !fuc,fbc,fut,Rt,D,sigVc TBDATA,7,2,0,2e-5,3000,2000 !R,gamt0,gamc0,betat,betac"
@pkrokhade
4 ай бұрын
How we can find the cracks in concrete in ansys 2024 workbench and what are the codes should i used?
@yashhajare6423
3 жыл бұрын
Sir Please make one video on making of RCC beam model
@DronemanfromNepal
3 жыл бұрын
welcome back man
@drdalyo
3 жыл бұрын
Thanks!
@leeminpaul9960
3 жыл бұрын
Hello sir, i would like to request of a tutorial for calculating the allowable load of a beam. Thank you sir more power to your channel
@k.e.v.6862
3 жыл бұрын
Ansys employee response: I can confirm that this workflow (CPT215 and inbuilt reinforcements in Mechanical) does not work anymore in 2021 R1 latest rel.. Thus one would need to use 2020 R2. I should add, that this method is wrong so do not use any of this and ignore that video as it is not from us. So CPT215 elements can be used with REINF elements, but we can not have solid186/187 then use ERIENF/REING264, and then EMODIF solids to CPT215 - that is not correct. If we want to use CPT215 with RENIF and reinf264, then that should be done as in our TD54 example in our help manual (concrete joint analysis). So just emsh with CPT215, and use reinf (this is only done now in apdl).
@AkshayVerma-oe6tt
3 жыл бұрын
can you give the neutral file format
@allaf11
3 жыл бұрын
Thank you ... How can i add crack/crush diagram to the results ?
@drdalyo
3 жыл бұрын
You cannot using this method. please see my other video tutorial on this kzitem.info/news/bejne/yWh4p6Stn56lZno
@williamandarohondro876
2 жыл бұрын
Nice Master... thank you for the tutor
@ridvanrizvanoglu5800
2 жыл бұрын
Hi. Did you stopped sharing videos in KZitem?
@jnaneswara4512
2 жыл бұрын
Hey DrDalyo can you help me with this error "An unknown error occurred during solution. Check the Solver Output on the Solution Information object for possible causes." thanks in advance
@drdalyo
2 жыл бұрын
You must use the same version of ANSYS 2020 R2. There are reports that newer versions of ANSYS no longer work with this tutorial.
@HamOn-ps1ym
7 ай бұрын
It worked for me.@@drdalyo
@zenajamal
3 жыл бұрын
Hello Dr, could you pleas helpe me with my ansys beam analysis? I wish you send me a massage to explaine its detail and i will be so thanks for this
@drdalyo
3 жыл бұрын
please post your question here if you can!
@zenajamal
3 жыл бұрын
My beam is simple supported reinforced concrete beam of two layers ;how can I connect these two layers in ansys ! To analyse ?
@dynamicsinc.
3 жыл бұрын
Hello sir, I try to follow your video instruction, the message is pop up with "An unknown error occurred during solution. Check the Solver Output on the Solution Information object for possible causes." Could you help me to solve it?
@angelfajardotortola3365
3 жыл бұрын
Hi! I've done the tutorial step by step and when I'm running the model an unknown model error occurs during solution. The error ir 'Drucker-Prager cap plasticity integration algorithm did not converge for element 7993 and material 46.' Any solution? I've used Ansys V21.R1 Thanks
@drdalyo
3 жыл бұрын
Hi, for some reason it doesnt work on newer versions, i havent figured out why yet.
@dinhvanduc4539
3 жыл бұрын
@@drdalyo I have tried on Ansys Version 2021 R1, It doesn't work. But Ansys Version 2021 R2 does.
@sekharms193
3 жыл бұрын
Hi sir, i tried exactly how you did for five times. But still in getting error... It shows "An unknown error occurred during the solution. Check the solver output on the solution info. object for possible causes." Can you please give me a suggestion for this problem ?
@drdalyo
3 жыл бұрын
Some reason it doesnt work with the newer version of ansys. Please check the version and try again! Sorry about this
@sekharms193
3 жыл бұрын
@@drdalyo Thank you sir. I'll check with lowest version. And I have one more doubt sir, that I'm getting linear curve when making a load deflection graph. I need non-linear curve which shows ultimate load and breaking load. Could you please tell me the solution for this problem sir ?
@hopkinsjr436
3 жыл бұрын
Your videos are just fantastic. It would be great if you did a video om the explicit dynamics environment. Maybe an impact tets
@bartaerts7830
3 жыл бұрын
I love your tutorials. Your tempo is sometimes a little too high to really follow it in real-time and some more explanations with some choices of parameters would be nice. But still, I'm learning a lot here.
@drdalyo
3 жыл бұрын
Thanks!
@berkaybilgicofficial
4 ай бұрын
Thats great. Thank you!
@softwaretraining-naval
3 жыл бұрын
thanks.
@ΑθανάσιοςΓιαννακόπουλος-ξ2ρ
2 жыл бұрын
You would be the ideal Matlab instructor for FEM!!!
@drdalyo
Жыл бұрын
Honored!
@muhammadfirdaus7282
3 жыл бұрын
What time do you need to run this model? Can you share the computer specification that you used?
@drdalyo
3 жыл бұрын
I believe less than 15 minutes. I have a 6 core processor, with m.2 ssd, quite fast!
@user-mz9rn4jh1g
Жыл бұрын
Dear Dr Daly, I am trying to implement this model but the MPDP plots do not seem to work, I am using the same commands you use in this video in ANSYS 2022 R2 and I get these warnings: For item = ENAME, component = 215 is invalid. The ESEL command is ignored. The requested MPDP data is not available. The PLNSOL command is ignored Do you know a solution for this? I have looked a lot online but solutions such as changing the settings from distributed to parallel etc. do not seem to make this work. Kind regards
@shanmugammuniandy5850
3 жыл бұрын
Good day sir. Is the Reinforcement option only can be used for Static Structural and Steady State Thermal? Because when i use it for Transient Thermal + Static Structural it shows error "Reinforcement are supported as release feature only for Static Structural and Steady State Thermal Analysis" Is there other way to solve this?
@drdalyo
3 жыл бұрын
May not be supported for other analysis types
@shanmugammuniandy5850
3 жыл бұрын
@@drdalyo thanks for replying sir. just my suggestion.I found zero tutorial KZitem video for Thermal + Structural analysis for Reinforced Concrete T-Joint FEM using Ansys. Abaqus has many of it. So it would be great if you can do one in future. 🙌🏽
@nareshreddy9489
2 жыл бұрын
Hi sir. Could you please help me with modelling reinforced concrete slab?
@ansysapdl
3 жыл бұрын
Thanks. Anyway, can someone else tell me more about CPT215?
@muhammadfirdaus7282
3 жыл бұрын
This tutorial is very good,, can you make for cold-formed steel ?
@drdalyo
3 жыл бұрын
I dont believe I will but will take note! Thx!
@dinhvanduc4539
3 жыл бұрын
Thank you very much!
@sonathachristianto2743
3 жыл бұрын
Thank you DrDalyO. I have been waiting from 2016! Great Man!! You are amazing! Big thanks!!
@drdalyo
3 жыл бұрын
Welcomee!!
@aaaengineering8892
2 жыл бұрын
Can someone explain to me how to interpret RW “split weight factor” color plot shown in this video? What does this represent?
@amitdeshmukh9660
Жыл бұрын
hey why did you stopped making vedios.
@anygoodboy7545
3 жыл бұрын
Sir I did same like you but I am getting error during solution check the solver output on the solution information object for possible causes So please help me sir
@drdalyo
3 жыл бұрын
Please double check you are running the same version as in the video. Many reports of it not working on the latest Ansys version. You may need to downgrade.
@HamOn-ps1ym
7 ай бұрын
It worked for me in 2021R2.
@dinhvanduc4539
3 жыл бұрын
Dear Dr DrDalyO, please let me know the titlte/author of paper which have all material parameters for concrete in the video. Thanks in advance!
@drdalyo
3 жыл бұрын
Hello it is in the video description, under references: 1. Chalioris et al. "Reinforced Concrete Beam-Column joints with Crossed Inclined Bars Under Cyclic Deformations." Earthquake Engineering and Structural Dynamics. (2008) 2. Raasheduddin Ahmed et al. "A gradient-regularized coupled damage plasticity microplane model for concretelike materials". Ansys inc.
@dinhvanduc4539
3 жыл бұрын
@@drdalyo Thanks you! I have read the paper written by Imadeddin Zreid and Michael Kaliske with the title: "A gradient enhanced plasticity-damage microplane model for concrete". In section 4.3, they wrote: "As a suggested procedure to identify the damage parameters, D, βc and γc0 are estimated first by fitting a uniaxial cyclic compression test...". They just mentioned D, βc and γc0 can be obtained by fitting but the type of fitting they didn't show detail. Can you give me some guidance to perform fitting procedure to obtain D, βc and γc0. If you don't mind, please explain to me via emal: dinhvanduc06@gmail.com. Thanks again!
@smrutipreetam2845
Жыл бұрын
Sir, how can you fix Drucker-Prager cap plasticity integration algorithm did not converge problem?
@dinhvanduc4539
3 жыл бұрын
Anyone please explain to me what happens if i do not use the command line: RCC=matid. Thanks in advance!
@drdalyo
3 жыл бұрын
I believe it wont solve
@dinhvanduc4539
3 жыл бұрын
@@drdalyo The command line: RCC=matid or DVD=matid, RCC or DVD is not important, just an alternative letters. I think the command line means that just concrete material model is changed, other materials is not changed. Do you think so?
@sahinsozen3946
3 жыл бұрын
Hi DrDalyO, What do the numbers on the damage graph mean? For example, does "1" say 100% damage?
@drdalyo
3 жыл бұрын
Yup, dhom or homogenized damage ranges from 0 to 1. Check out this paper for a good read: www.researchgate.net/publication/323584751_A_gradient_enhanced_plasticity-damage_microplane_model_for_concrete
@sahinsozen3946
3 жыл бұрын
@@drdalyo Thank you very much for your interest.
@leabuchholz8660
3 жыл бұрын
Thanks a lot for this video! I have two questions: 1. Why do you change SOLID185 into CPT215? Is this step absolutely necessary? 2. Is it possible to define the Drucker-Prager concrete material model directly in the Engeneering Data and do without the APDL-Command?
@drdalyo
3 жыл бұрын
Hi Lea! Welcome! So you change it cause the Drucker-Prager model does not work with SOLID185. And no you cannot yet define it in Engineering Data, hence the reason for the commands.
@antonettanunziata3591
3 жыл бұрын
@@drdalyo Hi DrDalyO, Great tutorial!! how can we see the element type of my geometries? i'm not sure there are solid185 in my model
@inkwizytor84
3 жыл бұрын
@@antonettanunziata3591 you can write dat file in workbench and then open it in ansys apdl, to check.
@ridwantician
2 жыл бұрын
What's the purpose of the symmetry and how do you decide the face to pick for it.
@farshidmennatinejad3469
2 жыл бұрын
Thanks. What should we do in version 2019 which has not the reinforcement item in model type?
@shhhark9614
2 жыл бұрын
Hey, have you stopped making videos? Hope you are doing well, waiting for your news
@aparnakaur2315
3 жыл бұрын
mza ni aya...... hush...
@izzeddinsalah6838
Жыл бұрын
Thank you for your efforts. Can I use this model of concrete in a model of a shear wall under cyclic load? Do you have any recommendations for me in this regard?
@shaiksaifullal7459
Жыл бұрын
Can u tell me how to install software
@ahmadnoorzad349
3 жыл бұрын
Hello Dr. Could you please help me with analyse of reinforced concrete column? Import model from revit or AutoCAD? Thank you!
@jamesbhaskarsatishkumar6731
3 жыл бұрын
Hi Can you siggest me which is the best software for Greenhouse structure analysis, including the CFD, we use a lot of Metal cables and wires, so how to treat them in the analysis, can you suggest please
@dynamicsinc.
3 жыл бұрын
Hello sir. Could you please tell me why "Building mathematical model..." takes so long time when it is running model?
@abdallamahzouz9179
Жыл бұрын
Dear Dr. Please tell me if that CPT215 is better than Solid 65 regarding application of Cyclic loading on RC columns? by other meaning, can it considers the shear reduction of concrete during cyclic loading to can get accurate results under cyclic loading ?
@NiiAryee
2 жыл бұрын
Certainly not an easy task. Not a good idea to model RC concrete for Academic projects, especially when time is of the essence. Best to work on steel instead.
@jaivigneshr3832
3 жыл бұрын
Sir final year project Windmill single blades ansys cfd step by step draw explain sir and pressure and velocity calculation
@zubairibnferdous1643
2 жыл бұрын
Would you please give me the model? I badly need it for my undergrad thesis :’(
@kartikjanakiram3196
2 жыл бұрын
Sir can I get ur email I'd I have got stuck in a problem
@arunchandbala9597
3 жыл бұрын
Sir Would be you please help with the procedure to be followed to use RESTART analysis to increment the Load in every Load Step. How to create a Restart file
@amrmasoud5580
3 жыл бұрын
Dear Dr Thanks Please tell me : Can Ansys workbench consider the PINCHING effect under Cyclic loading for concrete structures? if yes, please tell me HOW? I need tutorials? if yes, I ask if it considers the bond slippage between steel bras and concrete to can consider this effect?
@sandeepkumar7603
3 жыл бұрын
Quite a Detailed video. Question: Did you model the rebar as line bodies? How did you create multiple stirrups? Was it using the pattern command in spaceclaim or there is any other better method? Can you share your space claim geometry for clearing other geometry related doubts ourself?
@drdalyo
3 жыл бұрын
The geometry file is in the description below! you can download it. I created it using line bodies and then using the linear pattern features to copy them spaced out.
@sandeepkumar7603
3 жыл бұрын
@@drdalyo Thanks Dr
@sabarishkumar4597
2 жыл бұрын
I tried this reinforced concrete beam.but I analyze the solution is not connected between the reinforced and concrete.y
@Mahmoud-fd2kn
3 жыл бұрын
Man! you are the best
@dudut9163
3 жыл бұрын
Im trying to make a model in workbench with both damage initiation/evolution and isotropic plasticity, but the damage only gives a zero value when using both, can someone explain me how to do it?
@amrmasoud5580
3 жыл бұрын
Dear Dr Thanks Please tell me : Can Ansys workbench consider the PINCHING effect under Cyclic loading for concrete structures? if yes, please tell me HOW? I need tutorials? if yes, I ask if it consider the bond slippage between steel bras and concrete to can consider this effect?
@kindle_Desire
Жыл бұрын
How to make Geometry?
@abdullrhmanahmed4610
3 жыл бұрын
Why when drawing in Excel, F is divided by 2 Also, how did you get the results of the existing Ansys Inc. and the results of the experiment in the sheet?
@enigmacore4080
Жыл бұрын
awesome... Sir, please share how to import Etabs file into Ansys ?
@MOHAMEDKOTHERSHARME
2 жыл бұрын
Sir..Please Send the Final Report(Pdf)
@nikitajagdale8146
2 жыл бұрын
It's very good video, I have a q. How to make a model of beam and column reinforcement in ansys?
@sidibomma15
3 жыл бұрын
Very good explanation sir.
@drdalyo
3 жыл бұрын
Thank you
@mallahdharmendra9893
3 жыл бұрын
great lectures, but sir can you please tell me about apdl commands .How to write and when to use ?can you please refer so i can learn
@drdalyo
3 жыл бұрын
Its only used in some cases where Workbench does not support the feature. You can always use ANSYS APDL instead of Workbench. Also to find out more you can check the user manual from Ansys for APDL commands.
@mallahdharmendra9893
3 жыл бұрын
@@drdalyo thanks sir . But how to identify those cases ??? And does the scrip writing is based on c or Fortran .or Ansys has its own library or syntax
@drdalyo
3 жыл бұрын
Most cases do not require commands. Ansys has their own script language
@DronemanfromNepal
3 жыл бұрын
one question though , if i draw the same geometry in autodesk inventor , while exporting to to the ansys i have some trouble like several bodies of the parts dont show up and show up as a single body = . i dotn wanna draw in spaceclaim , do i have any choice now ?
@drdalyo
3 жыл бұрын
I dont use inventor so not sure but you can just export your model from inventor into spaceclaim (.stp or .sat) and then fix the geometry up in spaceclaim. Spaceclaim is a direct modeler so can handle anything really.
@DronemanfromNepal
3 жыл бұрын
@@drdalyo i m pretty good with inventor . i dont wannt spend more time again learning spaceclaim, like u said i could fix the geometry in spaceclaim to a imported stp file , ill have a look around . tnx of rthe reply
@XFRainSounds
2 жыл бұрын
Thanks! Great video~ My question is why Rcc=matid? What's the meaning of Rcc?
@rodrigopierott
3 жыл бұрын
Hello Dr. Dalyo. I'm in need to simulate a special RC structural element (with angled reinforcements). Do you suggest I model within Ansys?
@0wMyNuts
3 жыл бұрын
Hi DrDalyO, I enjoyed following the video and attempted the analysis myself although I've had an unknown error when solving my model. I am using a student version of Ansys 2021 R1, but I'm unsure how much of a difference this will make. I've copy and pasted my solver output to pastebin and I'll leave a link here, if you are able to help and come to a solution that'll be fantastic. If not, I look forward to the next video! pastebin.com/1m5Kyd8F
@drdalyo
3 жыл бұрын
Hi there! There error seems to be the following “Drucker-Prager cap plasticity integration algorithm did not converge”. If you followed my video exactly, there should be no error. Its possible you missed a step? Doesnt seem to be an issue with the student license. Double check your mesh settings with the video and also the solver settings. Please let me know if it fixes the problem or not! Il try to figure it out with you.
@0wMyNuts
3 жыл бұрын
@@drdalyo Hi thanks for the quick reply. I went through the video again a couple of times and I had the wrong Metric units chosen, I changed the cores used when solving to 4 and double checked the mesh settings although I'm still running into the same issue. I've attached the output below again. Any help will be appreciated. pastebin.com/ZYMFB4ge
@drdalyo
3 жыл бұрын
Hi Luke, can you save (archive) the project as a .wbpz without result files and email it to me? My email is in the about page on my channel. Hopefully we are using the same version or lower than mine. The files are not backwards compatible.
@0wMyNuts
3 жыл бұрын
@@drdalyo Hi, I've emailed on the file with RC T-Joint in the subject. Hopefully they will be the same version or lower.
@Mahmoud-fd2kn
2 жыл бұрын
@@0wMyNuts @DrDalyo I am facing the same problem, and I use 2021 R1. Is it an edition-related problem?
@yimenashuniguse3038
2 жыл бұрын
Hello, Dr.Dalyo I love these videos...I want to say thank you ...but I have 2 questions: 1. how can I model the geometry and how can import ? 2. Is that possible Reinforced concrete T-joint analysis using Ansys Mechanical APDL19.2? if yes how can?
@hilariogoto6685
3 жыл бұрын
Great tutorial. Can you give the tutorial to me how to make the geometry
@drdalyo
3 жыл бұрын
Unfortunately I will not be going over the geometry for this tutorial, as it would be quite long vs value added. You can check my other videos or google how to create line bodies in SpaceClaim to better understand that part. The rest of the model is just a solid that is quite easy to do. You can also model it in another software and attempt to import it.
@hilariogoto6685
3 жыл бұрын
@@drdalyo Okay Thankyou sir
@sumanmlj4770
3 жыл бұрын
explanation is excellent . I followed same steps but constraint equations not working. please help
@NiiAryee
2 жыл бұрын
Hi DrDalyO, please do a similar presentation for an external unbonded post-tensioned cantilever beam. Thank you.
@MrUlhasan
3 жыл бұрын
Hi, could you please upload more workbench based videos where have used APDL Commands. Thanks
@adrianviloria4376
3 жыл бұрын
Dr.Dalyo, what video did you use EREINF apdl command?
@kartikjanakiram3196
2 жыл бұрын
would like to get a better data on command writing thanks
@gauravtaranekar
3 жыл бұрын
how can we use symmetry if there is are bars in the centre of section?
@drdalyo
3 жыл бұрын
Good question, I believe it should work fine. You can run a test with a full model vs symmetrical and see if there are any differences.
@gauravtaranekar
3 жыл бұрын
@@drdalyo will have a look, thanks for the video
@sohailhamza2812
3 жыл бұрын
Hi how did write the code for concrete properties?? Will that be available in apdl??
@Pinky_Gaming123
3 жыл бұрын
Hi. When you click the 3 areas in symmetry step, you choose only concrete element. do we need to select the reinforcement?
@gauravtaranekar
3 жыл бұрын
where is the solid65+EREINF video?
@drdalyo
3 жыл бұрын
Please see my video library, its an older one that I made.
@gauravtaranekar
3 жыл бұрын
@@drdalyo I have seen that before, I was using your video for reference in my thesis. Thank you. I have high axial forces in my column section and directly applying forces on model generally tends to unconvergence, what should I use as an alternative? Use steel plate and apply pressure?
@gauravtaranekar
3 жыл бұрын
@kshitiz anand yes, it works on my system
@adhilsha4679
3 жыл бұрын
Hai, I am using an i5 intel 10gen with 8 GB ram and an SSD and 2GB graphics on my laptop can u suggest which Ansys version should I use.
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