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  1. osama91

    Inquiries (Engineering Data + Solution)

    This is the attachmenthttp://files.engineering.com/getfile.aspx?folder=8a4f98b4-8c9a-400a-9387-800938d9840e&file=New_folder_(3).rar
  2. osama91

    Inquiries (Engineering Data + Solution)

    Thanks flash3780 for trying. I checked everything several times but with no good conclusion. I would be appreciate if you try to open the attachment one more time, I think you have to extract the files from zip folder. I also added the geometry file (iges) to the attachment. Best Regards,
  3. osama91

    Wrong Attachment

    Hello Everyone, I have posted a thread earlier with attachments, Those attachments are not the correct ones. The correct are attached with this post. I very hope you can help me Regards, Osama
  4. osama91

    Inquiries (Engineering Data + Solution)

    Hello, I have some inquiries about the Engineering Data and the solution of ansys workbench. I have attached a project which has Unreasonable results, I think this would calrify the problems I am facing. As for the Engineering data: I have a non-linear material (Soil), I have performed...
  5. osama91

    Meshing

    Hello Collegues, I am trying to mesh a rail using ansys workbench. However, whenever I generate the mesh the following two messages show up: 1) "Quad map meshing failed because a surface appears to be narrow with many boundary edges which could not be properly paired up for meshing. Using...
  6. osama91

    Flexural Strength in Ansys Workbench

    Hello everyone, Is it possible to define the flexural strength for a material in ansys workbench ? I searched for it in the engineering data and I didn't find it. Regards,
  7. osama91

    ANSYS TUTORIALS

    HELLO GUYS, WHERE CAN I FIND FREE TUTORIALS FOR ANSYS WORKBENCH 12.0 ? THANKS,
  8. osama91

    Moving load

    Thank you brother,
  9. osama91

    Moving load

    - So, do you mean that ansys does not handle moving loads problems ? - I think that the dynamic and inertial forces have to be considered, because not only we want to study the effect of a static train loads on a land, we also need to study the soil (land) condition when a train is stopping or...
  10. osama91

    Moving load

    So, do you mean that this can be achieved using the transient solver. Because I think it will be more accurate. In this way we will be able to see as much solutions as possible and we can see how the stresses are changing smoothly. This is my opinion. Bro, Is there any way we can define the...
  11. osama91

    Moving load

    Hello everyone, I trying to simulate a train moving on a piece of land (soil) using Ansys 12. Can I insert a moving load (distributed load) which represents the load coming from the train. If yes, how? Thanks,
  12. osama91

    distributed load

    Hello again, In this post, i have 2 questions regarding Ansys workbench: 1) Is there any way in which we can define the cartesian coordinate of the start and end points of a uniformly distributed load acting on a body, if yes how? 2) Is it possible to put a moving distributed load, if yes...
  13. osama91

    Modulus of elasticty in ansys workbench 12

    Hi everyone, I have a question regarding the material properties in the ansys workbench 12. Is there any way to define a modulus of elasticity in the form of a function f(x) instead of a constant value; where for example x is a depth in a soil ? Regards, Osama
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