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Recent content by kumara123

  1. kumara123

    Why the pile moving upward after the loading ends?

    Hi, Thank you very much for your answer. Yes, it is bouncing off and flying away. I am trying to model a pile penetrate into soil by an impact force. I am following a research paper and they penetrate the pile into soil with same material properties, loading, and contacts. They did not specially...
  2. kumara123

    Pile is moving upwards after the downward loading ends

    Hello, I am trying to model a pile penetrate into soil media. I modeled the problem with Abaqus and ran with no errors. I used Axisymmetric elements (CAX4R) to model both pile and soil also introduced the contract between soil and pile. An impact load was applied on top of the pile which lasts...
  3. kumara123

    Why the pile moving upward after the loading ends?

    Hello, I am trying to model a pile penetrate into soil media. I modeled the problem with Abaqus and ran with no errors. I used Axisymmetric elements (CAX4R) to model both pile and soil also introduced the contract between soil and pile. An impact load was applied on top of the pile which lasts...
  4. kumara123

    Applying gravity as "body force" in Explicit step in Abaqus

    Hello, I am working with Abaqus Explicit to simulate ground wave propagation. Before applying dynamic step I want to establish initial in-situ stress of the soil. Can I use the explicit step to input gravity as a body force to the model? If I use a geostatic step, I can not use the explicit step...
  5. kumara123

    the effective mass of the frequency analysis is more than the total mass of the model for some cases

    Hi Jeff and Greg, Thanks for your reply. I could not find any unbonded elements in my model. But still, I have the problem with obtaining frequency related to 95% model mass. I extracted 30 modes and participation factors are added together, the values are very low (e.g. 1.5, 2.3 and 2.0 for...
  6. kumara123

    Effective mass of the frequency analysis shows more than the model mass

    Hi, Thanks for your reply. I 'll ignore that part. But I have a problem with obtaining frequency related to 95% model mass. I extracted 30 modes and participation factors are added together, the values are very low (e.g. 1.5, 2.3 and 2.0 for three components). Should I want to extract more modes...
  7. kumara123

    the effective mass of the frequency analysis is more than the total mass of the model for some cases

    Hi, I ran a frequency analysis in Abaqus to find the first natural frequency and frequency related 95% model mass. The obtained participation factors are very much low and also effective mass (e.g - 6.74E9) for the rotation components are larger than the total mass of the model (4.27E7). Can...
  8. kumara123

    Effective mass of the frequency analysis shows more than the model mass

    Hi, I ran a frequency analysis in Abaqus to find the first natural frequency and frequency related 95% model mass. The obtained participation factors are very much low and also effective mass (e.g - 6.74E9) for the rotation components are larger than the total mass of the model (4.27E7). Can...
  9. kumara123

    How to find frequency related 95% model mass?

    Hi, Thanks a lot. But I have some confusions. I cannot find percentage values and also participation factors are shown according to differertn components (e.g. x-component, x-rotation etc). Attached file is the .dat file of the analysis. Thanks in...
  10. kumara123

    How to find frequency related to 95% model mass?

    Hi, I am conducting a frequency analysis in abaqus to find the 1st frequency and frequency related to 95% model mass of model. I need these values to calculate the Rayleigh damping parameters. Can you tell me how to find this model mass participation factor in Abaqus? Thanks...
  11. kumara123

    How to find frequency related 95% model mass?

    Hi, I am conducting a frequency analysis in abaqus to find the 1st frequency and frequency related to 95% model mass of model. I need these values to calculate the Rayleigh damping parameters. Can you tell me how to find this model mass participation factor in Abaqus? Thanks...
  12. kumara123

    How to model infinite part for axisymmetric elements in Abaqus?

    Does the problem relate to grouping elements into different layers or some other problems?
  13. kumara123

    How to model infinite part for axisymmetric elements in Abaqus?

    Hi Mehdi, Hope this will help. https://www.youtube.com/watch?v=CaTd5ppSPA4&index=11&list=WL https://www.youtube.com/watch?v=T-rla6r1RHg&index=12&list=WL
  14. kumara123

    Meshing an irregular part in Abaqus

    Hi, Thank you very much for your time. The problem is once I partitioned up to the boundary it cause a problem when running the model. Boundary consists of the infinite elements and error says "Infinite element 274030 instance PART-1-1 is not properly connected a non-infinite element. It must...

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