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  1. TomaszK

    How to get values from freebody cuts by python

    Problem solved, not by python, but by simple report generation... But if you know how to do it in python, please share
  2. TomaszK

    How to get values from freebody cuts by python

    Hello everybody, As in subject, is there a way to get values from free body cuts by python script? I'm still searching, but it look like it is only possible to do it by hand... Help! Regards Tomasz
  3. TomaszK

    CONNECTING BEAMS WITH SHELLS

    A little bit late, but.. Try to fix rotation along bolt axis on single point on bolt.
  4. TomaszK

    Time increment required is less than the minimum required

    Do you try to change minimum increment size in job defining? Sometimes 1e-5 is to low. For steel properties sometimes 1e-7, 1e-8 is proper, especially with contacts.
  5. TomaszK

    DEFINITION OF CONTACT AS A BOUNDARY CONDITION

    Maybe, simply model rigid plate and fix it at position where you want its?
  6. TomaszK

    Contact Surface

    Hi, Try to change first increment size to 0.01, also important matter is what amount of pressure do you apply? Is this reasonable value or you simply apply "something large enough"?
  7. TomaszK

    zero pivot error in the msg file/abaqus

    Does the membrane element have all DOF's active? If not, then beams could rotate alone axis. Try fix DOF 6 at beams. breg Tomasz
  8. TomaszK

    Modelling of Rivets, Bolts and Screws in ABAQUS

    Look into this chapter of Abaqus Example Problems Manual: - 1.2.3 Buckling of a column with spot welds in Abaqus Example Problems Manual They use fasteners.
  9. TomaszK

    Best software for automatic mid-surface extraction?

    Also Abaqus in latest (6.10) version has a semi-automatic tool for mid-surface extraction.
  10. TomaszK

    running abaqus keywords in CAE

    If I remember correctly, you can simply create new job in abaqus/cae and instead of model you can mark inp file (dropdown list model/input). regards Tomek
  11. TomaszK

    !!TOO MANY ATTEMPTS MADE FOR THIS INCREMENT!!

    You could also try to preload with small displacement to close contacts or (I never test this, but I heard that it sometimes help) simply leave "empty" step to let solver find all contacts. regards Tomek
  12. TomaszK

    error

    Or maybe you didn't define coordinate system for beams? breg Tomasz
  13. TomaszK

    wires crossing

    Hi all, I'm trying to model very simple version of ball bearing. Problem shows when I create "cycle wheel" instead of ball. Abaqus create hard point in every point where wires crossing each other. This causes that there is always a point in the centre of wheel. Which during analysis is blown...
  14. TomaszK

    Question: Constraining a ship FEA

    Hello everybody. I'm new at the forum, so Hi again. From my experience. Pressure distribution you usually receive from specialised software for hydro analysis (if you do global analysis, as in this case). All the motions and accelerations are also transferred or read from hydro analysis. For...
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