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  • Users: AnnaG
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  1. AnnaG

    Pile loading test

    You mean initial geostatic condition just to soil (nothing define for pile), right? Step-1: Static, gravity load (whole model or also just soil?) Step-2: Static, gravity load(propagated tron previous step) + displacement on the pile top (d=0,05m) I'm trying to model dry case so there is no...
  2. AnnaG

    Pile loading test

    I checked for soil step but it doesn't change anything :/
  3. AnnaG

    Pile loading test

    I analyze Your input file but unfortunately, I didn't find solution for my problem :( Would You be that kind and send me a cae file with simulation of loading test for any soil and pile parameters. I think My mistake is hidden in contact definition but I am not sure. Thank You in advance Anna
  4. AnnaG

    Material as a function of step

    Thank You Bartosz, I'll check it
  5. AnnaG

    Material as a function of step

    Hello, I would like to change Young modulus value after first phase of loading. Is it possible to change material parameters during calculations? Thank you in advance, Anna
  6. AnnaG

    Pile loading test

    Thank You one more time I am tring to analyze your file. Hope will find my mistake.
  7. AnnaG

    Pile loading test

    Hello, I hope it will solve my problem. Where can I find this Inp file? Thank You
  8. AnnaG

    Pile loading test

    This is my cae file. I want to model loading test of pile. So loaded it till failure (in this case I guess in soil). Thank you in advancehttp://files.engineering.com/getfile.aspx?folder=f8f47dc6-5e06-471f-af9d-23d7032cfffe&file=model.cae
  9. AnnaG

    Pile loading test

    Unfortunately not :l
  10. AnnaG

    Two soils parts with a contact surface

    Hello, Is it really necessary to use two blocks of soil? May be it will be possible to use one part divided into two partitions with different sections. Like this You will avoid this error. Anna
  11. AnnaG

    Abaqus-tapered pile in sand-half 3d model-question

    Hi, Unfortunately, I am new to Abaqus too so I don't know how to fix your problem. The only idea which comes to my mind is to use interaction between soil and pile (tangential behaviour -> rough) I am struggeling with initial stress for my model (loading test of pile) Would you be that kind and...
  12. AnnaG

    Pile loading test

    XSymmetry - left side (axis) Blocked Y - on the bottom Blocked X - right side
  13. AnnaG

    Pile loading test

    Hello, I am tring to calculate loading test of small scale pile in ABAQUS CAE. Results which I get are rediculus. I am afraid it can be connected with invalid definition of geostatic state of stress (gravity g=10 m/s). I checked the units but there is ok with them. Axisymmetric model...

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