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  • Users: lukasz2
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  1. lukasz2

    PRETS179

    Hi, How properly constrain model including PRETS179 element to be converged? I`m trying to avoid this message... Preconditioned conjugate gradient solver error level 1. Possibly, the model is unconstrained or additional iterations may be needed. Try running with a multiplier MULT > 1 in...
  2. lukasz2

    Clamp force in bolted joints

    Hi, How the best simulate clamp force (the preload) in 2D axisymmetrical bolted joint model??? I enclose link with screen to better understanding the problem. Thanks
  3. lukasz2

    Yoghourt problem

    Hi, I created model of plastic yoghourt mug to my non-linear analysis in Ansys and in following calculations I want to add the internal part (yoghourt) to compare the behavior, displacements etc. What is the simplest way to modelize it? I should create solid inside and use contact elements?? Or...
  4. lukasz2

    buckling analysis

    HI I’m trying simulate buckling. I started from beam model using BEAM3 element. I did eigenvalue and non-linear analysis (the results are good, I sure because obtained results are similar and probable in both analysis, besides I found tutorial in internet to do this). Then I tried did this...
  5. lukasz2

    simple question about SHELL

    Hi, Could somebody explain me why when I mesh solid model (volume) using shell elements I recive improper mass of the model?? It is becouse I enter improper values of shell thickness at nodes (TK(I), TK(J), TK(K), TK(L)) ??? How defined thickness at nodes for solid for example 100x100 and...
  6. lukasz2

    Problem of an unconstrained model

    Hi, I have quite complicated .IGS model imported from SolidWorks. I meshed it using Shell93 element. And during the solving process I have error message like this: The value of UX at node 18556 is 1.061435247E+11. It is greater than the current limit of 1000000.This generally indicates rigid of...

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