Taher Nalawala
Taher Nalawala
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Analysis of PCC Beam with deflection and Stress Check
Analysis of PCC Beam with deflection and Stress Check
มุมมอง: 473

วีดีโอ

M.Tech CASAD 2014-16 Memory
มุมมอง 2938 ปีที่แล้ว
M.Tech CASAD 2014-16 Memory
Analysis of RCC Beam in ABAQUS
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Analysis of RCC Beam with Linear Property
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ความคิดเห็น

  • @imdadimmu8741
    @imdadimmu8741 3 หลายเดือนก่อน

    Very helpful video

  • @imdadimmu8741
    @imdadimmu8741 3 หลายเดือนก่อน

    Please send your contact number

  • @maizurahraimee6880
    @maizurahraimee6880 4 หลายเดือนก่อน

    Sirr i need help for u to see my problem in abaquss

  • @diot.bilclue7723
    @diot.bilclue7723 4 หลายเดือนก่อน

    Thanks so much for this knowledge. I followed the steps, but my job wasn't completed. It gives errors specifically error at nodes..

  • @Rahul_Rahangdale_IIT-Ghy
    @Rahul_Rahangdale_IIT-Ghy ปีที่แล้ว

    does it enough to provide elasticity in concrete beam. does answer converge or not

  • @engr.abdulghani5542
    @engr.abdulghani5542 3 ปีที่แล้ว

    thank you, sir, well explained but I am still facing the insertion of steel cage into solid concrete beam exactly following your procedures...

  • @k.thangapandi4643
    @k.thangapandi4643 3 ปีที่แล้ว

    very useful video,thank u so much sir

  • @k.thangapandi4643
    @k.thangapandi4643 3 ปีที่แล้ว

    Dear sir, i want to RCC beam-length 1500 mm, effective span-1400mm and cross section-150x250mm. bottom steel 2-12dia, top 2-10dia, steel strirrups 8mm-2legged-140mmc/c. Grade of concrete M30 and Steel Fe500. I want to find out the load vs deflection curve and crack propagation, sir can you help me. loading two point at 600mm apart

  • @diegofelipe8715
    @diegofelipe8715 4 ปีที่แล้ว

    One of the most nice videos I've seen on TH-cam about ABAQUS. Looking forward for more cool videos like this.

  • @PK-yd5ed
    @PK-yd5ed 4 ปีที่แล้ว

    I have 4 models that have errors

  • @PK-yd5ed
    @PK-yd5ed 4 ปีที่แล้ว

    I have a job for you

  • @PK-yd5ed
    @PK-yd5ed 4 ปีที่แล้ว

    How can I contact you

  • @ankuchapagain5824
    @ankuchapagain5824 4 ปีที่แล้ว

    Hi sir, would you please tell me what can be done if the stress comes out to be zero as same in your video? Despite no error and the job running successfully, my model is unable to provide the values.

  • @sunayanasaini1187
    @sunayanasaini1187 4 ปีที่แล้ว

    Sir have you any knowledge about how to provide slip property between steel reinforcement and concrete beam in case of RCC beam.

  • @deepraj.patadia3655
    @deepraj.patadia3655 4 ปีที่แล้ว

    Can you please make a video for slab-column connection and meshing?? It will be a great help

  • @erikaikhsan1482
    @erikaikhsan1482 4 ปีที่แล้ว

    Thank you Very much for the explanation, after watched your video, now i can do my research

  • @sustainably
    @sustainably 5 ปีที่แล้ว

    I cant thank you enough for this video. I would really encourage you to make more videos on the Abaqus relevant to beam analysis. (i.e with CFRP wrap on different types of application techniques).

  • @Ordinary-person62
    @Ordinary-person62 5 ปีที่แล้ว

    Practical video! Thanks millions

  • @ahmedfawzimohamedfarag6610
    @ahmedfawzimohamedfarag6610 5 ปีที่แล้ว

    i have this warning can you help me "For two-dimensional models, if a non-unity thickness is specified for two-dimensional solid elements and these elements are involved in an interaction such as contact, the same thickness should be specified for the out-of-plane thickness of the corresponding surface under *surface interaction."

    • @hanadiridha556
      @hanadiridha556 5 ปีที่แล้ว

      مرحبا استاذ انا أيضا احتاج تمثيل ثنائي الابعاد ممكن اعرف أي نوع عنصر تشتغل عليه اغلب الفيديوات الي شاهدتها تختار plane stress element

  • @simamashafi
    @simamashafi 6 ปีที่แล้ว

    how can I do this for a beam not having the cross section geometry and only the second moment of area?

  • @nooraldeen4092
    @nooraldeen4092 6 ปีที่แล้ว

    How can i draw the relationship between load and maximum strain in main rebars please any one help me alifaiq102@gmail.com

  • @nguyenbatoan3533
    @nguyenbatoan3533 6 ปีที่แล้ว

    Thank you, sir. I think it is better to use other software ( for example Catia) to model first, afterward we can import them to Abaqus and mesh. In your video, I realize that you assigned loads on the concrete directly. In that way, I think it is not possible. Should we use the rigid plates to put between them?

  • @pardeepkumarhans2827
    @pardeepkumarhans2827 6 ปีที่แล้ว

    sir, i want to model in ABACUS 6.14 version for RCC beam-length 2000mm, effective span-1800mm and cross section-150x250mm. bottom steel 2-12dia, top 2-8dia, steel strirrups 8mm-2legged-100mmc/c. Grade of concrete M45 and Steel Fe500. I want to find out the load vs deflection curve and crack propagation, sir can you help me. loading two point at 600mm apart. Further i am also want to model with this beams with CFRP 50mm width, thickness 0.333 mm, Fult-3400 MPa, E-245 GPa. Kindly help me

  • @imagimaniac3762
    @imagimaniac3762 6 ปีที่แล้ว

    Where did you give input of steel diameter as 12 mm ?

    • @glarence96
      @glarence96 6 ปีที่แล้ว

      in cross sectional area

  • @Jehosafath
    @Jehosafath 7 ปีที่แล้ว

    the video is mute

  • @jyotikaur9032
    @jyotikaur9032 7 ปีที่แล้ว

    how i check deflections at different loads///

    • @diegofelipe8715
      @diegofelipe8715 4 ปีที่แล้ว

      You must go to the load section and change it. You have to do it for all the loads that you want.

  • @RohitKumar-gd8vu
    @RohitKumar-gd8vu 7 ปีที่แล้ว

    hi. can you post a video of modelling of concrete pole with reinforcements.

  • @jyotikaur9032
    @jyotikaur9032 7 ปีที่แล้ว

    how we provide reinforcement in RC two way slab?

  • @yasmeenabdelkareem477
    @yasmeenabdelkareem477 7 ปีที่แล้ว

    Dear Sir, thank you so much for this video i have modeled an RC beam with simply supported boundary conditions and used concrete damaged plasticity model to account for the nonlinearities in concrete, i have got the frequency value using a frequency step for the case of beam under its own weight only and it was good, but i want to add loads to get values of frequencies for different load cases. i have used a static general step to define the added load, knowing that this step is before the frequency step, but the results of frequency is the same as the case in the beam under its own weight! my question is how to extract frequencies according to the effect of "static" load ? i need your help please

    • @SUNILTHEROCKMEENA
      @SUNILTHEROCKMEENA 6 ปีที่แล้ว

      @yasmeen what parameters you used for concrete damaged plasticity model for analysis can you provide me any pdf file or anything where i can find that for analysis what parameters to be consider

  • @siddharthadebvines5296
    @siddharthadebvines5296 7 ปีที่แล้ว

    Thanks for video please do a stress -strain curve plot

  • @hamidst945
    @hamidst945 7 ปีที่แล้ว

    hi thank for the explanation please explanation modelling BRBf in abacus that's very necessary . thank my id : hmnoor20@yahoo.com

  • @ramziabduallah8423
    @ramziabduallah8423 7 ปีที่แล้ว

    Thanks for the nice simple explanation

  • @raheem274
    @raheem274 8 ปีที่แล้ว

    Thank so much. It is really nice video and easy understanding

  • @lavprajapati6542
    @lavprajapati6542 8 ปีที่แล้ว

    Rula diya Bhaailogg.....Super duper hit