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post crack propagation

Post crack behaviour in ANSYS for concrete beam-column connection.

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Have a prob in Analysing  FEM discrete model of Beam column connection [both monolithic and precast] for crack behaviour indisplacement controlled cyclic loading program.

 

Tried with various values of closed and open crack and co-efficient. 

applied -1 for crack and changed even the keypoint

in stiffness multiplier also 0.6 also set keypoint 7 to "1" instead of default value "0"

 

But even by all these the analysis runs only for 0.3mm of deflection.. 

 

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