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Reinforced concrete model stops when tensile capacity is reached

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daniel.pohoryles.10
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Reinforced concrete model stops when tensile capacity is reached

Hi,

 

I am encountering a problem with a model of a RC beam. The analysis stops as soon as the concrete reaches its tensile strength instead of conitinuing to run. 

 

In the log file there is an error message: 

Reached autotm limit.

The simulation is Static stress with Nonlinear material models, but we have tried MES with nonlinear material models too, and got the same error.

 

Can anyone help me with this problem?

 

 

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