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  1. N

    ABAQUS FASTENER

    I am modelling a CFST column, where I am joining two C profiles modelled as shell elements. I want to use the beam connector and fastener theory available in Abaqus CAE...please explain how to use this options ...
  2. N

    Beam Connector and fastener theory

    I am modelling a CFST column, where I am joining two C profiles modelled as shell elements. I want to use the beam connector and fastener theory available in Abaqus CAE...please explain how to use this options ...
  3. N

    ERROR: TOO MANY ATTEMPTS MADE FOR THIS INCREMENT

    Okay for now I kept the 20 mm mesh size should I decrease and check...I checked properties loading and boundary conditions and constraints also no issue in this...
  4. N

    ERROR: TOO MANY ATTEMPTS MADE FOR THIS INCREMENT

    How to adjust this last convergence with respect to model
  5. N

    ERROR: TOO MANY ATTEMPTS MADE FOR THIS INCREMENT

    I am modelling composite columns having 4 shell elements and 1 solid element as concrete. I have given interaction as surface-to-surface general to the whole assembly. and while performing non-linear buckling analysis using implicit step im getting this error ...i am use smooth amplitude...i...
  6. N

    Abaqus Error

    im getting an error continuously Exceeded the contact...

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