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FEM analysis with Abacus

  1. Oct 13, 2016 #1
    I am using Abacus 6.13 for development of FEM for test setup on shear capacity of cold formed steel section. it has some complicated interactions with those interaction only solid section model gives answers.but with web openings on section it has convergence problems. i tried with different mesh sizes.it works with 30*30 mm mesh.are there any method to analyse this kind of models with 5*5 mesh type.
     
  2. jcsd
  3. Oct 18, 2016 #2
    Thanks for the thread! This is an automated courtesy bump. Sorry you aren't generating responses at the moment. Do you have any further information, come to any new conclusions or is it possible to reword the post? The more details the better.
     
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