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  1. marenkr

    How can I apply mass to a reference point on a shell structure?

    Are you sure about that? I have applied a force on the structure (more presice a collison with another body) and I believe that an increase of the material density will influence the behaviour of the structure I have modelled. I kind of want my increase in mass only to affect the global...
  2. marenkr

    How can I apply mass to a reference point on a shell structure?

    Hello everyone, I have modelled 1/4 of a shell structure. I am doing a response analysis so I need to include the mass of the whole model. Can I do this by adding a reference point to the shell structure? If so, is the location of the RP of great importance? Do I need some kind of constraints...
  3. marenkr

    BC and response in a collision analysis

    Hi! I am performing a collision between an ice berg and a column of a moored floating platform in dynamic explicit. I have only modelled the column. I have problems with defining proper BCs so that the response of the platform is taken care of. Any suggestions? I have thought about applying...
  4. marenkr

    Find element number in mesh module

    Thanks, When I highlight the elements in visualization mode I find the element number. Can I then go back to the mesh module and find the element there?
  5. marenkr

    Find element number in mesh module

    Hi! If I find an error in an element in the visualisation model, how can I find the same element in the mesh module so that I can fix it? If this is not possible, how to fix an excessive rotated element? Hope someone can help me!
  6. marenkr

    Error messages in dynamic collision analysis in Abaqus explicit

    I will do a collision analysis in Abaqus explicit. I get these error messages: Error in job: The elements contained in element set ErrElemExcessDistortion-Step1 have distorted excessively. Error in job: Excessive incremental rotation of the elements in element set...
  7. marenkr

    Coordinate system and boundary conditions for a semisubmersible column

    I am new to Abaqus. I am doing a local linear analysis of a semisubmersible column. I am modelling just the mid part of a column quadrant. I shall keep it from moving in tangential and radial direction (at different occasions), but my present coordinate system is 3D cartesian. Do I have to...

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