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  1. akadet

    Prematurely failed on some elements

    Hi I am wondering if anybody knows that what kind of command in the input file would make abaqus proceed further,eventhough some of the elements prematurely failed during analysis or any commands that could specificly ignore those elements.
  2. akadet

    Sharing the same nodes from 2 element types

    Hi Which option in the part module is used to join the common point? And do you need to create a partition in the middle of the rectangular box?
  3. akadet

    Sharing the same nodes from 2 element types

    Hi I forgot to mention the model is a 2-D plane strain condition.
  4. akadet

    Sharing the same nodes from 2 element types

    Hi I am wondering if anybody know how to create two different element types sharing the same nodes in CAE. I only know how to create my own input file manual but it's tedius. For an example, if you have one rectangular solid element of soil and would like to have reinforcement by placing a truss...
  5. akadet

    How can I output the result to specific output variable?

    Hi xerf That only works for one increment at a time, can we make it to calculate for all the increment. It can be viewed in the field output to show animation of volumentric strain for that particular step. thank you very much for your reponse. regards, Ed
  6. akadet

    How can I output the result to specific output variable?

    Hi I have 450 elements in my model and I would like to calculate and out volumetric strain which is ?V= ?1+ ?2+ ?3 for each element. What is the easiest way to output this kind of operation? I know I can use xy data option to operate the expression, but then i have to do it for each element...
  7. akadet

    how to create input file using uel abaqus

    Hi How do you create input file using abaqus/cae in use with uel subroutine?
  8. akadet

    How to create User Element Mesh using abaqus/cae

    Hi Does anyone know how to create User Element Mesh using abaqus/cae. In order to see the result one needs to create a dummy mesh to trick abaqus in order to use visulization to view the result of UEL element. I know how to create uel mesh manual for the input, but i don't know if abaqus/cae...
  9. akadet

    Fortran Complier for ABAQUS 6.6-3

    C:\Temp>abaqus job=unrein_footing_tatsuoka1 user=Lade_3.for interactive ABAQUS JOB unrein_footing_tatsuoka1 ABAQUS Version 6.6-3 Begin Compiling ABAQUS/Standard User Subroutines 10/23/2006 11:43:46 AM ABAQUS Error: Problem during compilation - ifort.exe not found in PATH. ABAQUS/Analysis exited...
  10. akadet

    Fortran Complier for ABAQUS 6.6-3

    Hi sorry to bug you, but honestly i have no knowledge of how to check for the path since i am new to this. Can you tell me step-by-step where to start from? Use ms dos to check it?
  11. akadet

    Fortran Complier for ABAQUS 6.6-3

    Hi Do you need to have cygwin to run abaqus commands or you can just use MSdos?
  12. akadet

    Fortran Complier for ABAQUS 6.6-3

    Hi Does anyone have any idea about linking fortran complier to abaqus. I have installed abaqus 6.6-3 on my pc and as well as intel visual fortran version 8. I tried to run the user subroutine UMAT, but there is a problem with linking between fortran complier and abaqus. Do you have any...
  13. akadet

    Nonuniform Load

    Hi mrgoldthorpe I just got abaqus 6.6-3 yesterday, and I tired to use analysis field to create nonuniform load. In the analysis field, the math equation would be Y*-18 to have pressure varying with depth from 0 to -1, but how do you define your magnitude when you select the right side of the...
  14. akadet

    Nonuniform Load

    Hi Thank you very much for your help mrgoldthorpe.... I really appriciated that Akadet
  15. akadet

    Geostatic step and Initial Stress

    Hi You have to create the geostatic step first then go to load module to creater temperature, type any number that you can see easily becuase later you will have to go to the keyword and click the whole model and make sure it is in initial step. This is a way to trick the program for element...
  16. akadet

    Lade's Model (nonlinear elasticplastic material model)

    I am wondering if anyone in geotechnical area have used Lade's model (single hardening model) for analysis like footing or retaining wall problems? This model must be written in UMAT in order to use it interactively with abaqus.
  17. akadet

    Nonuniform Load

    Hi I looked in the documentation how to use DLOAD under subroutine option, but I still didn't quite understand how to write that subroutine. Can you help me to start with this DLOAD subroutine, for example, you have a square box 1 x 1 meter and nonuniform loadings will be applied on the right...
  18. akadet

    Nonuniform Load

    Hi Does anyone know how to apply a nonuniform load (triangular loadings) on the surface.

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