ABAQUS Tutorial: How to model the supports and boundary conditions for a 3-Point-Bending Test ?

reference:
et.ippt.gov.pl/index.php/et/a...

Пікірлер: 15

  • @hnrwagner
    @hnrwagner9 күн бұрын

    Python Scripts and Inp files for this example are here on Github: github.com/hnrwagner/3PB_Concrete_Bar

  • @alexmicaeldantasdesousa3334
    @alexmicaeldantasdesousa3334 Жыл бұрын

    Dear Ronald, first of all, many thanks for sharing your videos. They already helped me in many ways. Recently, one of the things that my friends and I were looking for was explanations on how to simulate the bond-slip from rebars modeled as truss or beam elements within the concrete (instead of using the embedded constraint). Do you have some video on this kind of problem? Many thanks in advance for your attention!

  • @user-wg5yt3pw9v
    @user-wg5yt3pw9v Жыл бұрын

    Its a good work thanks

  • @hnrwagner

    @hnrwagner

    Жыл бұрын

    Thanks, this week every day a new video will be published

  • @user-vp6sq4kb9l
    @user-vp6sq4kb9l25 күн бұрын

    Hello dear Dr, thank you for your useful videos, I have a question. Is there a way to get the area under the buckled plate in Abaqus software?

  • @hnrwagner

    @hnrwagner

    25 күн бұрын

    what do you mean with "get the area" ?

  • @CP-zi3eg
    @CP-zi3eg Жыл бұрын

    Thank you for all interesting videos. I would just suggest to improve the audio because the sound level seems a bit low.

  • @structurelearninghub3340
    @structurelearninghub33403 ай бұрын

    Sir, in my case that reference point donot coupled with rigid body, what may be the reason so i assigned the rigid body constraint from the interaction module

  • @hnrwagner

    @hnrwagner

    3 ай бұрын

    cant say without looking at the model

  • @structurelearninghub3340

    @structurelearninghub3340

    3 ай бұрын

    @@hnrwagner yeah i solved above problem. Sir, it is possible to apply loading in other node except Reference point of rigid body. My loading involve force control loading and it is followed by displacement control loading. If i apply Boundary condition in reference node. I was not be able to apply force control load while displacement control load in U1 direction is allowed only after deactivating restrain in X direction

  • @amrmasoud5580
    @amrmasoud55803 ай бұрын

    Please tell me how to define the shear reduction of concrete during cyclic loading?, can CDP do that? if yes, please tell me how?

  • @hnrwagner

    @hnrwagner

    3 ай бұрын

    Cant say, have not yet used cyclic loading.

  • @helpingwithprojects5251
    @helpingwithprojects5251Ай бұрын

    Sir please mame a vidoe on shear defecient beam under three point load

  • @kwekuquainoo1402
    @kwekuquainoo1402 Жыл бұрын

    Please do you organize training on python?

  • @hnrwagner

    @hnrwagner

    Жыл бұрын

    this week I will release a long pyhton video for the 3PB test, on friday