FEM Bar Elements Problems |One Dimensional Bar Elements in Finite Element Analysis| Tapered bar fea

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  • Опубликовано: 12 сен 2024
  • Tapered plate having a thickness.
    📝📝📝📝📝📝📝📝📝📑📑📑📑📑📑🗒️🗒️
    Download the handwritten e_notes of fem
    3️⃣imojo.in/femvi...
    Steps :
    1.Tapered bar converted into stepped bar.
    2. Discreet the model and calculate the displacements
    3. Finally calculate the reaction forces.
    ******Where I brought the book****
    You can buy it : amzn.to/2N2rAvZ
    More Lecturer on FEM Visit playlist.
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    m a h e s h m g 5 3 3 @ g m a i l. c o m
    #taperedbarprobleminfem
    #Fembarproblems #taperbarexampleinfem

Комментарии • 89

  • @shekarnani5882
    @shekarnani5882 3 года назад +6

    Thank you sir. It's much helpful

    • @MaheshGadwantikar
      @MaheshGadwantikar  3 года назад +2

      I think it's clearly u can understand about it, See first we divided Elements in two parts, and Load acted at the center, it means for Node 1, F1= W1/2, (F2= W1/2+W2/2+ Load Acted at centre) because F2 is related to both element, For F3= W2/2

    • @Shailendra400
      @Shailendra400 3 года назад

      @@MaheshGadwantikar sir how to apply fem on disc brake

  • @ommivarahajayakrishna7252
    @ommivarahajayakrishna7252 Год назад +7

    Frankly speaking, there is no other faculty teaching FEA in RUclips in this manner. And that's the reason these videos are having many views. I request all to also like the video

  • @yashmalik8348
    @yashmalik8348 3 года назад +4

    this is on point and exactly what i expect from my college professor

  • @anmarmohammed7935
    @anmarmohammed7935 3 года назад +2

    The best lecturer ever thank you so much for the explanation keep it up please

  • @kartikfugare8290
    @kartikfugare8290 4 года назад +6

    Sir while calculating weight for each element the g is taken as 9.81 m/s^2 but in mm/s^2 it should be 9810

  • @shubhamshejwal3985
    @shubhamshejwal3985 5 лет назад +6

    Sir, In the end , while calculating the Value of U2, You forgot to shift that 14 (14U) on the other side, hence answer was different.
    Thank you so much for this video though ♥

  • @scavenger_max
    @scavenger_max 2 года назад +1

    it is much much help full but you miss to multiply the gravity by 1000 in order to change to mm

  • @johnmwajinje1941
    @johnmwajinje1941 Год назад +1

    Thank you sir,,the lecture is clear and very informative

  • @vishalmaurya3278
    @vishalmaurya3278 3 года назад +3

    Thank you sir..... This video helped me lot

    • @MaheshGadwantikar
      @MaheshGadwantikar  3 года назад

      It's my pleasure dear

    • @vishalmaurya3278
      @vishalmaurya3278 3 года назад +1

      I have encountered a question in which same tapered bar is hanged with a spring .... In such questions do we have to make spring as a element?

  • @roryoreilly6425
    @roryoreilly6425 2 года назад +1

    this is excellent and extremely helpful

  • @BURRAGLLANEERAJ
    @BURRAGLLANEERAJ 4 месяца назад

    what u did at the last sir? i didn't understood the calculations from 30:20

  • @yassineamine2891
    @yassineamine2891 4 года назад +1

    your explanation is amazing

  • @shubhamsinghbaghel5092
    @shubhamsinghbaghel5092 18 дней назад +1

    Suggest any book, where we can find this type of question???

  • @سلسبيلالجنابي
    @سلسبيلالجنابي 3 года назад +1

    Thank you so much Mr

  • @simasubhadrashini2600
    @simasubhadrashini2600 2 года назад +1

    Thank you so much sir

  • @saikrishna8060
    @saikrishna8060 2 года назад +1

    Hats off sir 🙏

  • @omkardinde2167
    @omkardinde2167 3 года назад +1

    Thank U So Much Sir.

  • @mynamemycountry6711
    @mynamemycountry6711 4 года назад +1

    Sir ,Could u please arrange the videos in order...It is bit confusing which is first and which is last.

  • @user-cs9mi7vd6c
    @user-cs9mi7vd6c 2 года назад +2

    Very good

  • @ManjunathManju-er8xd
    @ManjunathManju-er8xd 3 года назад

    sir for f3 we need to consider body forces of f1 and f2 know sir plz clarify my dought

  • @pelangiawan5341
    @pelangiawan5341 4 года назад

    This one is consider as linear right ? Since the matric is 2×2

  • @raghavsomani2592
    @raghavsomani2592 6 месяцев назад +1

    What if load is not applied at centre ?

    • @MaheshGadwantikar
      @MaheshGadwantikar  6 месяцев назад

      Then the equation for the load factor is different. .

  • @RahulKumar-qx3xr
    @RahulKumar-qx3xr 2 года назад +1

    Why divided the value of W1 by 2 for P1

  • @muralikrishna5710
    @muralikrishna5710 3 года назад

    Sir how to find stresses.. In the elements? Help me out with that!!

  • @sachinsangale3093
    @sachinsangale3093 5 лет назад +2

    If Point load is not at centre then what will do for calculating area at node 2 please help me out

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 лет назад

      For calculating the area of each node or section ,We are not considering the Loads

    • @sachinsangale3093
      @sachinsangale3093 5 лет назад +1

      If the point load is not 150 from fixed end therefore procedure remains same

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 лет назад +1

      Yes.. Follow the procedure not the values..

    • @sachinsangale3093
      @sachinsangale3093 5 лет назад +1

      Ok thanks for ur kind help

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 лет назад

      All the best for your exam..I think your Vtu student , am I right

  • @Piyush-dx1uy
    @Piyush-dx1uy 3 месяца назад

    Global displacement vector Q????

  • @emmadonovic6054
    @emmadonovic6054 4 года назад

    thanks for the video - very helpful for my assignment

  • @karthikanand1000
    @karthikanand1000 4 года назад +2

    Hello sir, I am working as Asst. Prof. at V.B.I.T., Hyderabad, and dealing with this subject. Your videos are very much useful and very informative.
    Can you create videos on
    "Finite element modeling of two-dimensional stress analysis with constant strain triangles and treatment
    of boundary conditions, Estimation of Load Vector, Stresses &
    Finite element modeling of Axi-symmetric solids subjected to Axi-symmetric loading with triangular elements.
    Two dimensional four noded Isoparametric elements and numerical integration.
    This syllabus I am not getting any correct books or notes or video lectures. Can you please create this sir.

  • @sw_2421
    @sw_2421 3 года назад +1

    Thank you sir
    But please arrange the videos in sequence

    • @MaheshGadwantikar
      @MaheshGadwantikar  3 года назад

      Okay

    • @sw_2421
      @sw_2421 3 года назад

      @@MaheshGadwantikar thankyou sir for considering my request

  • @berkaykocagil4972
    @berkaykocagil4972 3 года назад

    ı advise that you need to order the videos wirt respect to the their topics. It leads to find easily what students look for.

  • @ermias4153
    @ermias4153 3 года назад

    thank you
    but as a comment, the way u calculate reaction force is not clear but i get it ??

  • @aimanahmed8237
    @aimanahmed8237 3 года назад

    Plz pdf link for these lectures..is it free..right ?

  • @Shailendra400
    @Shailendra400 3 года назад

    Sir how to apply FEM on disc brake

  • @genesismalagon5427
    @genesismalagon5427 10 месяцев назад

    does someone know how do resolve this in ansys? in a 2 dimension?

  • @shivasmart967
    @shivasmart967 3 года назад +1

    tq sir

  • @dellahisby7510
    @dellahisby7510 3 года назад

    Sir for atapered bar model the area is in normal (large base + small base* height /2 ) way you take (large base + small base /2 ) only ?!
    And thank you for everything

  • @sekharandharsha
    @sekharandharsha 4 года назад +2

    Lectures order is not proper , if someone knows the lecture order please let me know.
    Please keep lectures in order , so it will be useful for everyone.

    • @MaheshGadwantikar
      @MaheshGadwantikar  4 года назад +1

      Thank You So Much for your suggestions. We will make into an Module wise

    • @sekharandharsha
      @sekharandharsha 4 года назад +1

      @@MaheshGadwantikar thank you , please make it into a module or part kind of pattern.
      I am interested to watch your lectures

    • @MaheshGadwantikar
      @MaheshGadwantikar  4 года назад +1

      Okay, Please Support the Channel too.

    • @sekharandharsha
      @sekharandharsha 4 года назад

      @@MaheshGadwantikar sure

  • @paoloobero3788
    @paoloobero3788 3 года назад +2

    savior. haha

  • @syedtaaha2278
    @syedtaaha2278 5 лет назад +1

    sir why we are taking average weights i.e W1/2?

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 лет назад +1

      Because load acts at the mid of the bar.

    • @syedtaaha2278
      @syedtaaha2278 5 лет назад +1

      @@MaheshGadwantikar thank you sir

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 лет назад +1

      Your welcome

    • @hon9509
      @hon9509 4 года назад

      sir i think gravity itself act at center so i think it is not require to divide weight ,please clarify it as soon

  • @nanialfatih4737
    @nanialfatih4737 3 года назад

    Can you send me a book finite element exampl

  • @BruceWayne-dr9zh
    @BruceWayne-dr9zh 3 года назад +1

    I wanna know what class of students studies this problem in India!!!

  • @kuldeepkaira5893
    @kuldeepkaira5893 4 года назад +1

    sir, itte adds???? video se jada to adds hi chal gye h ...or samjh me kuch aa ni raha

  • @rajujami1320
    @rajujami1320 3 года назад +1

    Tq sir