Abaqus Tutorial - FEA of a Reinforced Concrete Column

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  • เผยแพร่เมื่อ 23 ก.ค. 2024
  • This video tutorial is for CIE-633 FEA class (Spring 2019) in the Department of Civil & Environmental Engineering in Syracuse University.
    Very detailed steps are used to illustrate.
    For those who need the parameters of CDP, you may refer to this link:
    www.researchgate.net/publicat...
    Course Instructor: Dr. Omar Masri
    Teaching Assistant: Dr. Tie Zheng

ความคิดเห็น • 58

  • @mollaberihun9107
    @mollaberihun9107 5 ปีที่แล้ว

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

  • @mariavilela3642
    @mariavilela3642 3 ปีที่แล้ว +7

    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

  • @civilacademia3831
    @civilacademia3831 4 ปีที่แล้ว

    Good Work! Waiting for more of your tutorial in this course. Will the remaining parts be uploaded?

  • @eskud2739
    @eskud2739 4 ปีที่แล้ว

    Nice Work! Very informative.

  • @raghutiwari18
    @raghutiwari18 4 ปีที่แล้ว +2

    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)

  • @nurafifiahmad6714
    @nurafifiahmad6714 5 ปีที่แล้ว

    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?

  • @dramarecaps2731
    @dramarecaps2731 4 ปีที่แล้ว

    Thank you, sir for this video

  • @MohammadhosseinMamaghani
    @MohammadhosseinMamaghani 2 ปีที่แล้ว

    Awesome Tie. Best of luck ;)

  • @srinidhikedilaya7639
    @srinidhikedilaya7639 4 ปีที่แล้ว

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

  • @monicaabordo4514
    @monicaabordo4514 3 ปีที่แล้ว

    Thank you so much Sir. Amazing Video ^_^

  • @andromeda45
    @andromeda45 3 ปีที่แล้ว

    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

  • @muhammadjunaidjamil3224
    @muhammadjunaidjamil3224 2 ปีที่แล้ว

    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??

  • @husseinabbas296
    @husseinabbas296 4 ปีที่แล้ว

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

  • @hamzahalhadi8461
    @hamzahalhadi8461 5 ปีที่แล้ว +1

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

  • @yousifalyonany3519
    @yousifalyonany3519 5 ปีที่แล้ว

    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?

  • @ridhiridhi964
    @ridhiridhi964 2 ปีที่แล้ว

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

  • @debjanidebnath4650
    @debjanidebnath4650 4 ปีที่แล้ว +1

    Where can I get those values?

  • @soufianeelyassari1806
    @soufianeelyassari1806 4 ปีที่แล้ว

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

  • @jo-ok7mo
    @jo-ok7mo 3 ปีที่แล้ว

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

  • @haeamkim8173
    @haeamkim8173 2 ปีที่แล้ว

    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
      @Rahul_Rahangdale_IIT-Ghy 11 หลายเดือนก่อน

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

  • @davorwonder8249
    @davorwonder8249 ปีที่แล้ว

    Good education

  • @fathimas3624
    @fathimas3624 2 ปีที่แล้ว

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

  • @bollamadhusudhan3860
    @bollamadhusudhan3860 5 ปีที่แล้ว

    thank you sir

  • @farhanabdi5898
    @farhanabdi5898 4 ปีที่แล้ว

    Thank very much sir i really appreciate it

    • @YahyeMohamed
      @YahyeMohamed 3 ปีที่แล้ว

      Waar ma haysaa file ka CDP uu isticmaalay?

  • @omeryavuzeski3979
    @omeryavuzeski3979 3 ปีที่แล้ว

    Can you share the pdf document you used while presenting.

  • @mohansai4344
    @mohansai4344 6 หลายเดือนก่อน

    sir,CFST column will you do.

  • @rameshnepali3901
    @rameshnepali3901 4 ปีที่แล้ว

    25:05 RF2 step1 or Step2?

  • @aakashksambasivan8191
    @aakashksambasivan8191 5 ปีที่แล้ว

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

  • @aminaerradi6151
    @aminaerradi6151 5 ปีที่แล้ว

    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
      @tiezheng1020  5 ปีที่แล้ว

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

  • @yaldalaly2299
    @yaldalaly2299 4 ปีที่แล้ว +1

    thats video is very usefull thancks

    • @waqasadil2509
      @waqasadil2509 4 ปีที่แล้ว

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

  • @civilengineering7611
    @civilengineering7611 4 ปีที่แล้ว +1

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

    • @civilengineering7611
      @civilengineering7611 4 ปีที่แล้ว

      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 , dmourmaisam25@gmail.com

    • @YahyeMohamed
      @YahyeMohamed 3 ปีที่แล้ว

      @@civilengineering7611 Please if send the excel file of CDP and the word file to my email yahyemohamed09@gmail.com

  • @user-uk1uk5qh9y
    @user-uk1uk5qh9y 3 ปีที่แล้ว

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

  • @Civil_Engineering1994
    @Civil_Engineering1994 11 หลายเดือนก่อน

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

  • @engineeringworld3912
    @engineeringworld3912 3 ปีที่แล้ว

    Good

  • @YahyeMohamed
    @YahyeMohamed 5 ปีที่แล้ว +1

    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
      @waqasadil2509 4 ปีที่แล้ว

      Did you got what you were looking for ?

    • @YahyeMohamed
      @YahyeMohamed 3 ปีที่แล้ว +1

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

    • @waqasadil2509
      @waqasadil2509 3 ปีที่แล้ว

      @@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
      @YahyeMohamed 3 ปีที่แล้ว

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

  • @abmaelr
    @abmaelr 4 ปีที่แล้ว +2

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

  • @ashmousavi5458
    @ashmousavi5458 4 ปีที่แล้ว

    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
      @advancedfea912 4 ปีที่แล้ว

      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).

  • @eldermickie5218
    @eldermickie5218 ปีที่แล้ว

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

  • @mollaberihun9107
    @mollaberihun9107 5 ปีที่แล้ว

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

  • @bhairavthakur869
    @bhairavthakur869 5 ปีที่แล้ว +2

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