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  1. kdx250

    Generative Structural Analysis - Isostatic constraint

    Thanks for your answer. :) It is like you explain. It is exactly this result (even the small difference) that I want to avoid. I am already aware of the 3-2-1 nodes system for constraining an object, either only with isostatic or isostatic+self-balancing. At the first case (isostatic) there is...
  2. kdx250

    Generative Structural Analysis - Isostatic constraint

    I am trying to simulate a free cylinder (closed, with thickness) with a certain pressure applied to the inside surface (towards the outside) to inflate it. I am using to methods to do that. 1) Using only isostatic constraint and 2) Using isostatic constraint and self balancing (from the loads...

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