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Rectangular Closed Tank Hydrostatic Test. Top plane deformation ???

    • Bilalcan Yaşar

      I have made an hydrostatic analyse and this is the result. I gave fix support on the bottom side of the tank. Is it normal to have a deformation on the top side ? If it is not correct, then where did I made a mistake ? If it is correct, then why there is negative deformation the top side ? I have thought about that but I did not find a logical explanation for that. Can someone help me ? 



    • Ashish Kumar
      Forum Moderator



      Can you please share snapshots of applied loads and boundary conditions? This will help the members to give you a more precise explanation.



      Ashish Khemka

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