Abaqus Tutorial - FEA of a Reinforced Concrete Column

[@mariavilela3642]

i would like to have the parameters of the concrete that you used in your exercise to repeted, would you mind included in your descripcion please?. we are learning to use it it would be so helpfull for us

[@MohammadhosseinMamaghani]

Awesome Tie. Best of luck ;)

[@mollaberihun9107]

thank you for your tutor..... i need to follow your tutor always as you post

[@davorwonder8249]

Good education

[@mohansai4344]

sir,CFST column will you do.

[@ridhiridhi964]

Can you please share concrete damage plasticity values or word document for practice the same as you done

[@debjanidebnath4650]

Where can I get those values?

[@raghutiwari18]

lecture is very nice, can you pl tell me from where or when we get this data in designing of a RCC Column like yield stress Inelastic strain and Yield stress and cracking strain.(Compressive behavior and Tensile Behavior)

[@eskud2739]

Nice Work! Very informative.

[@civilengineering7611]

thanks it really helpful , could you please attach the word file since i need to practice

[@civilengineering7611]

my name is maisam from jordan , my thesis will be on abaqas so that really i need the file , if you can send it on my email , [e-mail]

[@YahyeMohamed]

@@civilengineering7611 Please if send the excel file of CDP and the word file to my email [e-mail]

[@jo-ok7mo]

good work . but can u post a video .that. how to cast cfst column in abaqus

[@fathimas3624]

Can u give a vedio of geoencased stone column by abaqus software

[@omeryavuzeski3979]

Can you share the pdf document you used while presenting.

[@bhairavthakur869]

Thank you very much sir, Nice video. Could you please send the Excel file for determine concrete damage plasticity?

[@rameshnepali3901]

25:05 RF2 step1 or Step2?

[@yaldalaly2299]

thats video is very usefull thancks

[@waqasadil2509]

Hello you are working on it ? i have also watched this today. kindly contact back to do work on it

[@abmaelr]

6:14 "We just select all the values in the file". My question is: What file???

[@Civil_Engineering1994]

Dear, Really your tutorial is more interested. Could you sent me an excel file for determine concrete plasticity damage plasticity please??

[@monicaabordo4514]

Thank you so much Sir. Amazing Video ^_^

[@hamzahalhadi8461]

Could you please send the Excel file to us or attach it below video?

[@dramarecaps2731]

Thank you, sir for this video

[@ashmousavi5458]

Thanks for this helpful tutorial! For those who modelled this structure and got this error: "Too many increments needed to complete the step" Simply tells you that it needs more increments. If convergence is just slow, simply increase the number of increments in the step definition.

[@advancedfea912]

You need to increase the number of points in the static set definition, and increase also the minimus step size (not the initial and not the maximum).

[@srinidhikedilaya7639]

very informative.. also request you to kindly prepare a video on seismic analysis of a 3 d frame structure.

[@husseinabbas296]

hi,many thanks for this video ,could you attach the word file? please

[@muhammadjunaidjamil3224]

Sir, can you plz tell me from where we can get the data yield stress Inelastic strain and Yield stress and cracking strain.(Compressive behavior and Tensile Behavior) for 4000psi concrete compressive strength??

[@andromeda45]

will the results be different if we use solid elements or truss elements instead of wire for rebars? and if the rebar is located at point 65. , why is the stir up at point 30? I think it must be: 30+5+9=44

[@farhanabdi5898]

Thank very much sir i really appreciate it

[@YahyeMohamed]

Waar ma haysaa file ka CDP uu isticmaalay?

[@soufianeelyassari1806]

thank you sir, very helpful. Why did you use so many "steps"?

[@bollamadhusudhan3860]

thank you sir

[@aminaerradi6151]

Thank you for the efforts it is a very good video but i want to ask you what is the signification of u magnitude

[@tiezheng1020]

u1: disp in X direction u2: disp in Y direction u3: disp in Z direction

[@aakashksambasivan8191]

could you please ........attach the word file ???

[@吳思誼-x7o]

Shall the density unit be tonne/mm^3 instead of kg/mm^3 ???

[@structurelearninghub3340]

You are right

[@nurafifiahmad6714]

Hi I'm currently working on the same cases but have to plot for stress vs strain graph. As for the stress I think I can just divide the load with column cross section area but how do I plot for the strain data?

[@haeamkim8173]

Hi, there I just wondering Have you ever compared the results of reinforcing bars by setting the element type to Beam instead of Truss? In a simple beam, there was much difference in deflection when the element type was used as a beam or as a truss. If you've ever tried it, I'm curious if the results were the same. Thanks

[@Rahul_Rahangdale_IIT-Ghy]

result dosent match i am doing simply supported reinforced conccrete beam carrying UDL

[@yousifalyonany3519]

Thank you very much, very useful video. Can you sent me an excel file for determine concrete plasticity damage plasticity please?? And can you make a tutorial for precast pre-stressed concrete column?

[@engineeringworld3912]

Good

[@YahyeMohamed]

Xiexie zheng! Could you please create another video/tutorial about how to model reinforced concrete beam fully reinforced with FRP( FRPs in both longitudinal and stirrups ) under three point loading ? Looking forward to your next video. Your are a great tutor

[@waqasadil2509]

Did you got what you were looking for ?

[@YahyeMohamed]

@@waqasadil2509 i didn't get any tutorials on that so i did it myself and already graduated

[@waqasadil2509]

@@YahyeMohamed Can you tell me what exactly you want to do ? do you have any experimental data so that you can compare it then with Abaqus model ?

[@YahyeMohamed]

@@waqasadil2509 that’s was a year ago , thanks for replying , I did it already

[@eldermickie5218]

Hello Professor 🎉 thank you for the insight please can I kindly get your contact information to reach you privately?

[@mollaberihun9107]

thank you for your tutor..... i need to follow your tutor always as you post