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  1. E

    Dealing with STL files

    Hello everyone, I have an STL file for a complex geometry and I want to analysis it as a part within the soil. I know that STL files can be imported into ABAQUS. I would appreciate If anyone can help me to answer these questions : 1. When I am importing it, it generate a new model; Can I import...
  2. E

    Determination of Failure for foundations

    Hello All, I am modelling an embedded foundation with ABAQUS subjected to loads combinations applied as the follow steps: 1. A constant vertical loads is applied. 2. Apply Horizontal displacement at the reference point until failure. 3. Apply a rotation until failure. How can I determine the...
  3. E

    Mesh Problem

    Hello Users, Can such this meshing makes like a convergence issue in the model. I am applying a load on foundation. It is working with small loads, however when increasing the load to higher loads it is not converging the solution. Thanks,
  4. E

    Convergence Error

    Hello Everyone, I am modeling soil-foundation interaction with the use of ABAQUS Standard Solver. The foundation is modeled as a rigid body with applying displacement at the reference point. To give you an idea about the model, in the model I have to apply displacement and rotation on the...
  5. E

    ABAQUS RUNNING ERROR

    Hello, any help please
  6. E

    ABAQUS RUNNING ERROR

    Sure, here is the link 29DECEMBER.cae drive.google.com Thank you for your continuous help
  7. E

    ABAQUS RUNNING ERROR

    Hello esteemed ABAQUS users, Can anyone help! my model is not running and give me this error and warnings. The contact surface in the warning in a bottom and side surfaces of the foundations. I tried to suppress the contact and see if the problem will be solved, the model run partially and...
  8. E

    CONTACT IN MERGED PARTS

    Thank you very much! your answers were very helpful to me
  9. E

    CONTACT IN MERGED PARTS

    So, please to confirm, the unconnected mesh here will not be a problem in the model! As you see the nodes of the foundations is not connected with the soil at the perimeter. Thanks for your patience
  10. E

    CONTACT IN MERGED PARTS

    Above these mentioned, I might have to model the soil as deformable solid and the foundations as a rigid, and this is another reason to model as two parts.
  11. E

    CONTACT IN MERGED PARTS

    Thanks for your response Actually I want to model the interaction between parts surfaces. So, it seems that I have to model them as separate parts. However, in this case, I will obtain unconnected mesh between the two parts.. Is this accepted, because I saw a lot of videos that the parts have...
  12. E

    CONTACT IN MERGED PARTS

    Hello Users, I am trying to mesh a foundation-soil interaction using two parts and the foundation is a solid embedded part in soil. I am starting modeling with simple cylindrical foundation but the geometry of the foundation after that will be more complex using elliptical foundation. So, I am...
  13. E

    ABAQUS IS NOT RUNNING THE MODEL

    I am grateful for your prompt response I am a new user of Abaqus. So, could you please illustrate more how can use partitions to solve this issue. Because I am already using it but I think with the wrong way.
  14. E

    ABAQUS IS NOT RUNNING THE MODEL

    Hello esteemed ABAQUS Users, If any one can help me. I am trying to model foundation-soil interaction in a 3D model with ABAQUS. I modeled them as two parts. However, while meshing, I see that there is no compatibility between the foundation part mesh and the soil mesh as shown in the photo. Is...

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