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  1. fariz838

    Problem with static analysis for composite beam

    Hi everyone, I'm having problem when modeling composite beam with concrete slab with static analysis. This analysis involve with the composite beam and concrete slab were exposed to fires. I keep getting this error 'THE MATERIAL OPTIONS *CAP PLASTICITY, *CAST IRON PLASTICITY, *CLAY PLASTICITY...
  2. fariz838

    Composite model of steel beam and concrete slab at elevated temperature

    Hi everyone.... I'm having problem with ABAQUS simulation of composite model, especially for concrete slab model. I'm a little bit confuse when applying material properties for concrete. I've included elastic and plastic mechanical properties which are time dependent. Then, I try to include...
  3. fariz838

    I'm having problem with ABAQUS simulation of shell model

    Hi Corus and Mustaine3... I was able to overcome the problem and manage to get the results. Seems to be the problems comes from the fire load configuration applied on the beam surface. Thanks again for your help. I added contact stabilizer and interaction properties due heat contact. The model...
  4. fariz838

    I'm having problem with ABAQUS simulation of shell model

    I have check all the units to be consistent but does not help the model to converge. I use transient step due to fire effects. For the nlgeom, were switch off. In the load step, I apply body heat flux that were exposed with with fire temperature dependent in Amplitudes. Also, I apply temperature...
  5. fariz838

    I'm having problem with ABAQUS simulation of shell model

    Thank's again corus for your reply. I will look into detailed the material definitions for both steel and concrete.
  6. fariz838

    I'm having problem with ABAQUS simulation of shell model

    Hi everyone... I'm rookie to this forum. I'm having problem with my simulation of shell element for ABAQUS. I'm currently doing a heat transfer analysis. I keep getting this error: ERROR: ***TIME INCREMENT REQUIRED IS LESS THAN THE MINIMUM SPECIFIED and ***TOO MANY ATTEMPTS MADE FOR THIS...

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