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Static Structural – Total Deformation

    • Galaxy
      Subscriber

      I have a fixed support on the left side and a force of 30000 N applied on the right side. The deformation distribution seems because the max value is at the corner, is this supposed to be like that? 

      Also, the deformation values are very low to me for 30000 N force, does this have to do with the material structural steel?

    • Aniket
      Forum Moderator

      Can you also include images of your boundary conditions for force? If you expect your analysis to be in realms of large deformations, have you turned the option on from analysis settings?

      -Aniket

      Forum Rules & Guidelines

      • Galaxy
        Subscriber

        Please my latest comment for your questions. I forgot to reply to this message.

    • Galaxy
      Subscriber

      What do you mean by turning the option on? I am unsure about what the deformation would be for this material because I have never done it before. But I'm wondering if the values shown are making sense or not. Maybe it is only supposed to deform a little because it is steel.

      • Aniket
        Forum Moderator

        Please check the following course:

        /courses/index.php/courses/large-deformation/

         

        -Aniket

        Forum Rules & Guidelines

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