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Recent content by Majid_F93

  1. Majid_F93

    Plane stress/strain thickness in ABAQUS

    In my model. I calculate the change in volume of elements during adaptation via umeshmotion subroutine. In plane strain, if the thickness equal to 1, the volume unit equal m^3 /m and if the thickness equal to 0.01, the volume unit equal to m^3 /cm ?? And if I insert thickness equal to 0.01m, is...
  2. Majid_F93

    Plane stress/strain thickness in ABAQUS

    Hi, I am modeling in 2D condition in plane strain. If i insert Plane stress/strain thickness in ABAQUS equal to 0.01, what is that mean? my units in my model are : meter, newton, kg, second, Pa. i am using CPE4P element.
  3. Majid_F93

    error adjoining regions in different coordinate system abaqus

    HI how to use a different coordinate system in one common point without having this error:"following attributes are applied to overlapping, intersecting, or adjoining regions in differing coordinate systems: BC-1(BC), BC-2(BC), BC-3(BC), BC-4(BC), BC-5(BC) the input file was not generated" the...
  4. Majid_F93

    map solution, amplitude loading

    Hi, I am using map solution technique in my model. I ran my model and then I did below steps: 1- I obtained orphan mesh in the last increment from the previous job 2- Change orphan mesh into the new part 3- Assign materials and boundary condition 4- Mesh it My question is, I am using amplitude...
  5. Majid_F93

    varying friction angle with plastic strain in abaqus following mohr coulomb model

    Hi, I want to change the friction angle with the plastic strain in Abaqus following mohr coulomb model. Vermeer and de Borst (1984) proposed an equation for frictional hardening and I want to use that. In their equation, the shear hardening parameter obtains from below equation and then the...
  6. Majid_F93

    USDFLD, MAX plastic strain, Cylindrical Coordinate

    Hi, I want to use USDFLD subroutine in my model. I want to use maximum principal plastic strain(MAX.principal) with respect friction angle. how i call MAX.principal? Another question which i have is about maximum magnitude between PE11 and PE22. If i want to maximum plastic strain between PE11...
  7. Majid_F93

    PEEQ in Mohr-coulomb model

    Hi everyone I am using mohr-coulomb plasticity in my model. In this plasticity model , PEEQ defiend as a formula in below picture. I cant understanding that. Can anybody explain it for me?
  8. Majid_F93

    cant see mesh moving when use ALE technique and UMESHMOTION code

    Hi I am using ALE technique and umeshmotion code in my model for simulate sand production. My model run very well and finaly my job completed, but in visualization module , I cant see mesh moving.Do I need insert something in my model for seeing mesh moving?
  9. Majid_F93

    Volume of element

    How can i learn to how use python code? can i found example for my problem in manual?
  10. Majid_F93

    Volume of element

    Hi Is it possible to calculate volume of elements which are plasticized? In my model plastic zone are garadually increased until run is completed. I want create curve variation of vloume of platic zone in respect of time. Is it possible?
  11. Majid_F93

    Problem in quarter symmetric at boundary conditions

    Thank you Mustaine3 I add symmetry boundary condition in vertival center axis(XSYMM) and horiontal center axis(YSYMM), i attain result like result of quarter model. is this approach ok?
  12. Majid_F93

    Problem in quarter symmetric at boundary conditions

    If i remove boundary condition in bottom of model and exert a load like load on top of model, should result be same?
  13. Majid_F93

    Problem in quarter symmetric at boundary conditions

    Hi My geometry of model is a square with a hole in center of it. Because of symmetry i am modeling a quarter of geometric. my problem is that, when i model whole model my deformation in top of hole is about 8.5 mm, but when i model a quarter of model whit same loading, my deformation in top of...
  14. Majid_F93

    How change cohesion yield with PEEQ

    Hi I want to change cohesion yield stress via PEEQ in mohr coulomb plasticity; Hence, I use USDFLD subroutine. but I don't know how remove abs plastic. I think abs plastic is different from PEEQ. so should I fill abs plasic strain with 0?? (like below picture)
  15. Majid_F93

    Bilinear mohr-coulomb in abaqus

    Hi everyone, is it possible to exhort bilinear mohr-coulomb in abaqus? the picture of bilinear mohr-coulom is like this:

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