Model Cohesive Zone in ABAQUS (tutorial for beginners)

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  • เผยแพร่เมื่อ 1 ต.ค. 2024

ความคิดเห็น • 22

  • @albaestellesgil388
    @albaestellesgil388 2 ปีที่แล้ว +2

    Hi, how did u join the cohesive elements with the rubber elements? Did u apply contacts or just equivalence? I am trying to do the same example in hypermesh and I have this huge doubt. Thank u in advance

  • @annie9223
    @annie9223 6 หลายเดือนก่อน

    Is there any reference video for the things you missed / didn't show in this video? Like creating step, reference point , Boundary Conditions?

  • @superman-yw6ey
    @superman-yw6ey 2 ปีที่แล้ว +1

    sir , I don't understand why only one fracture energy is enough,Can you explain it? THANKS

    • @10Minuters
      @10Minuters  2 ปีที่แล้ว

      Hi, I have talked about assumption of same fracture energy in all mode at the end of this video: th-cam.com/video/XYIpxyVf5Vk/w-d-xo.html
      Ideally, if you know the fracture energy, use mode dependent value of each mode.

  • @vaibhavkathavate2840
    @vaibhavkathavate2840 ปีที่แล้ว

    In the beginning, you defined the modulus of rubber = 10 MPa and in the material property section, you are giving the modulus of rubber = 2 GPa/MPa. Can you please clarify the confusion? Again, you defined all the dimensions in mm and the modulus is in GPa (not sure)...

  • @arab6745
    @arab6745 2 ปีที่แล้ว

    Unfortunately, using the given configuration (along with the one given in the "Force displacement curve in ABAQUS" video), the calculation does not converge.

  • @miloooo1956
    @miloooo1956 2 ปีที่แล้ว

    Hello there,
    Why you used stress intensity factor (KIC [ MPam1/2 ]) instead of fracture energy (critical energy release rate [KJ/m2])??

  • @jiejie3582
    @jiejie3582 ปีที่แล้ว

    Could you share me with the input file? Thank you very much!

  • @anishchokkasamudram3495
    @anishchokkasamudram3495 3 ปีที่แล้ว +1

    Thanks for the tutorial. Can you tell the Boundary Conditions and the Loading

    • @10Minuters
      @10Minuters  3 ปีที่แล้ว +4

      Hi Anish, the bottom edge was fixed (U1=U2=UR1=UR2=0) and the top edge was pulled using prescribed displacement (U2=5 and U1=UR1=UR2=0)

  • @nadj_b
    @nadj_b 3 ปีที่แล้ว +1

    Hello, when I try to assign cohesive the cohesive doesn't appear in the assign section window even tho I did things the same way as you !

    • @10Minuters
      @10Minuters  3 ปีที่แล้ว +1

      In Section, select 'others' and then the option 'cohesive' will be available.

    • @nadj_b
      @nadj_b 3 ปีที่แล้ว

      @@10Minuters while creating the section it appears, but asI try to assign it, it doesn't appear in the window of edit section assignment

  • @jonathanvillada9330
    @jonathanvillada9330 2 ปีที่แล้ว

    Hello! What is the time increment/step values for this problem? Is NIgeom on or off?

  • @farhaddavaripour4619
    @farhaddavaripour4619 3 ปีที่แล้ว +1

    Thank you!

  • @崔晓雨-s2n
    @崔晓雨-s2n 3 ปีที่แล้ว +1

    why the modulus of cohesive is 1000 of rubber?

    • @10Minuters
      @10Minuters  3 ปีที่แล้ว

      This is not the right parameter for Rubber. All values in this example are arbitrary.

    • @崔晓雨-s2n
      @崔晓雨-s2n 3 ปีที่แล้ว

      @@10Minuters If the cohesive (adhesive) material is rubber, Enn of cohesive should be the same as the Rubber modulus. Is it right? Enn in cohesive should be young's modulus

    • @10Minuters
      @10Minuters  3 ปีที่แล้ว +1

      @@崔晓雨-s2n Yes, it should be same as rubber. Try that.
      However, low value of Enn can make the simulation slower (Even the job might abort!). Using Enn=10*Enn (rubber) i.e 10 time higher or more can result in faster simulation. Changing Enn by such factor has minor effect on the final simulation output. We always do such manipulations (like mass scaling) to increase simulation efficiency.
      If you eventually decide/ need to change Enn to a higher number, do some simulation with several value of Enn to get which works well for your model.

    • @崔晓雨-s2n
      @崔晓雨-s2n 3 ปีที่แล้ว +1

      @@10Minuters thanks so much