marco

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marco
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  • I forgot the full screenshot of the second message. This message was displayed after these steps: 1) click on "ok" of the first error message 2) click on "Components and Material" 3) Displayed second message and red lines appear on the screen. Ma…
    in Version 8.0 released Comment by marco November 2017
  • Steps: 1) Solve 2) On the solution tree select "Long stress point 1 element values" 3) Select "Select element" in the edit menu 4) Right key on a shell element -- > Find contour plot max/min 5) Crash and locked visualization Here attached the f…
    in Version 8.0 released Comment by marco November 2017
  • Hello Victor, an error occur when I use "find contour min/max" in MW8. Here attached a test model. When you try to find min/max contour of stress point 1,2,3 o 4 (for beam element) in a shell element MW8 crashes. I know that I could not extrat the …
    in Version 8.0 released Comment by marco November 2017
  • Hello Victor, new tools like "mass", "sum", "max-min" are very useful. I have a problem. In MW8 I set the poisson coefficient with dot for decimals (for example 0.25) When I save the model, close e re-open the model I lost the dot, and for the poiss…
    in Version 8 beta Comment by marco October 2017
  • Thanks Andrea for your advice. I made many mistakes, I will improve the model. Comments in this forum are very useful. Regards, Marco
    in Non linear CCX Analysis - Bilinear isotropic hardening Comment by marco August 2017
  • Thanks Victor, Andrea for explanations. Here attached the .liml and the image that show the local concentration (connection between top plate and tube). Like Andrea suggest it is a problem of stress concentration. I will try with a post processor.
    in Non linear CCX Analysis - Bilinear isotropic hardening Comment by marco August 2017
  • Thanks, Andrea.
    in Spring on nodes Comment by marco July 2017
  • Thanks Andrea. For linear elastic analysis is perfect, but is there an option for elastic support only in compression? Maybe using the non linear solver. In the next step I would consider the ground only in compression. Thanks, Marco
    in Spring on nodes Comment by marco July 2017
  • Thanks for your answer. I am a structural engineer (civil) and I am trying to calculate structural nodes with FEA software to manage not-standard nodes (generally indications for standard nodes are in National Codes). Software like Tekla are "closed…
    in File .Iges/Igs versus .Step Comment by marco July 2017
  • Thanks Andrea for the answer. I am trying to model and calculate in Mecway structural steel joint creating solid elements (with Autocad). Have you any advice of a software to create .step file? Maybe drawing parametric objects for plates and bolts. …
    in File .Iges/Igs versus .Step Comment by marco July 2017
  • Thanks Victor, I misunderstood the function of the "Automesh" tool. I tried with "Refine" tools and work good. Regards, Marco.
    in Automesh 2D - 3D Comment by marco July 2017
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