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  1. T.E.Dada

    WindowsError: [Error2] The system cannot find the file specified

    I have tried to run the input file through the command, but I have also been getting this error that I have attached the image here. Please help!https://files.engineering.com/getfile.aspx?folder=d3cd2e22-8a7e-4432-9633-93051ddf1f5c&file=Problem_2.jpg
  2. T.E.Dada

    WindowsError: [Error2] The system cannot find the file specified

    Thanks for your reply. The analyses does not use any subroutine. I also tried simple test models and it is giving the same error. However, I will try to export the input file and run the calculations from the command line.
  3. T.E.Dada

    WindowsError: [Error2] The system cannot find the file specified

    Hello Abaqus Users, Please I need help as to how to solve this problem. Everytime I try to submit a job for any of my simulation, an error "WindowsError: [Error2] The system cannot find the file specified" pops up. What could the solution be please. I have attached a screen shot of the...
  4. T.E.Dada

    Problem with the values of reaction response of reinforced concrete in ABAQUS

    Many thanks for your response. I really appreciate.
  5. T.E.Dada

    Problem with the values of reaction response of reinforced concrete in ABAQUS

    Many thanks for your response. I wanted the force - displacement curve; the force representing the reaction at the fixed end and the displacement at the free end. Initially, I was using only the reaction at a specific node and the value seems to be very low, however taking a sum of all my...
  6. T.E.Dada

    Problem with the values of reaction response of reinforced concrete in ABAQUS

    Hi everyone, I have been trying to model a concrete retaining wall using ABAQUS. There has been progress so far, but the values of the responses I have been getting are very low compared to what is obtainable using classical equilibrium approach. I suppose the issue was with the inconsistency...
  7. T.E.Dada

    Concrete retaining wall loaded with hydrostatic pressure showing incorrect displacement shape

    Many thanks for your reply Problem solved. I used specific damping factor for my automatic stabilisation initially. Changing the option to "None", solved the problem. Thanks for pointing to the too much stabilisation in the model. I really appreciate you all.
  8. T.E.Dada

    Concrete retaining wall loaded with hydrostatic pressure showing incorrect displacement shape

    Many thanks for your reply. Please find attached the file attached hereinhttps://files.engineering.com/getfile.aspx?folder=07624c22-3ef5-4b16-a096-3e9682a777f9&file=Standard_Retaining_Wall_01.cae
  9. T.E.Dada

    Concrete retaining wall loaded with hydrostatic pressure showing incorrect displacement shape

    Thanks for your reply. I have checked the value at the zero height and the constraints. Everything seems fine except the result.
  10. T.E.Dada

    Concrete retaining wall loaded with hydrostatic pressure showing incorrect displacement shape

    Hello everyone, I have modelled a reinforced concrete retaining wall using the 3D Solid element in ABAQUS. The wall is expected to retain hydrostatic pressure and such was modelled accordingly by applying the pressure over the targeted surface with the base of the retaining wall being fixed...
  11. T.E.Dada

    A retaining wall plate loaded with hydrostatic pressure with uneven stress result distribution

    Many thanks for your prompt reply. Problem solved
  12. T.E.Dada

    A retaining wall plate loaded with hydrostatic pressure with uneven stress result distribution

    Hello everyone, I have modelled a reinforced concrete retaining wall using the 3D Solid element in ABAQUS. The wall is expected to retain hydrostatic pressure and such was modelled accordingly by applying the pressure over the targeted surface. However, the result of the displacement showed...
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