Bolted Connection | Eccentrically Loaded | Safety Factor | FEA for beginners | SolidWorks Simulation

Sdílet
Vložit
  • čas přidán 10. 09. 2024
  • This tutorial is the beginning of the connector series. Today we will go over bolts connection safety factors and finding critical bolts using the connector feature in SolidWorks.
    Hope you enjoy it!
    Learning Outcomes from this video:
    • Setup assembly for bolted connection simulation
    • FEA (Finite Element Analysis)
    • Critical load and safety factor
    • Stress and safety factor
    • Read and modify results
    • Presenting FEA results in a desired format
    Thank you for watching! Enjoy!
    / @cadcaelab
    #boltedconnection
    #criticalbolt
    #bolt
    #fea
    #finiteelementanalysis
    #plate
    #linearstatic
    #simulation
    #solidworkstutorial
    #solidworkssimulation
    #begginers
    #mesh
    #globalmesh
    #local interaction

Komentáře • 12

  • @romanmoreno9665
    @romanmoreno9665 Před rokem +6

    Hello, why you didn't specify preload? Here bolts work as a pin.

  • @The.Talent
    @The.Talent Před rokem

    M16 bolts have a pitch of 2, which means 1 thread every 2 mm, or 0.5 threads per mm, not 2 threads/mm as shown.
    Very helpful video!

  • @三好伸一
    @三好伸一 Před 16 dny

    Hi, I was looking for how to do the analysis and came across this site.
    It is very informative. I would like to ask you one question. At 12:41, it says FA=FB=21.0KN, FC=FD=14.8KN. How do you get these values in a normal calculation?
    If you don't mind, could you please tell me the equation?

  • @fra2025
    @fra2025 Před 4 měsíci +1

    wow! thanks a lot!

    • @cadcaelab
      @cadcaelab  Před 4 měsíci

      You're welcome!

    • @fra2025
      @fra2025 Před 2 měsíci

      ​Sorry, ​@@cadcaelab, Is It necessary to suppress coincident mate before starting simulation?

  • @emrecan.daglii
    @emrecan.daglii Před 3 měsíci

    Hi, why we see bending moment result on bolt? We check bolts as per code (EN-AISC etc.) and i cannot see bending moment check there? Could one explain it ?

  • @med7756
    @med7756 Před 4 měsíci

    Hello shouldn't the load be concentrated on the halfway distance of the 15 thickness? If so how you put load of 16 Kn totally distributed along the edge.that means that you should multiply this uniform 16 Kn load by 15 to get the equivalent point centered load. Am I correct?

  • @wilsonyucra7979
    @wilsonyucra7979 Před rokem +1

    de que libro son los ejercicios por favor

    • @cadcaelab
      @cadcaelab  Před rokem +1

      Shigley's mechanical engineering design 10th edition.

  • @elliotmadison1928
    @elliotmadison1928 Před rokem

    I wirk through this entire thing and you put the force on a face that I don't have because of how you make the parts? Like why would you not show how to do this the other way?

  • @三好伸一
    @三好伸一 Před 16 dny

    Hi, I was looking for how to do the analysis and came across this site.
    It is very informative. I would like to ask you one question. At 12:41, it says FA=FB=21.0KN, FC=FD=14.8KN. How do you get these values in a normal calculation?
    If you don't mind, could you please tell me the equation?