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Hello everyone

I model a reinforced concrete column in ansys .
after loading the model three types of crack will exist in it . ( First Crack,Second crack,Third Crack)
I want to know what difference between those .

is differences between those due to time of their existance or for other reasons  ?

If diffrence due to time of their existance , what criteria for time is considered ?

 Hello Everyone,

      Am doing a nonlinear analysis(material nonlinear) . For that I need the material properties-mooney rivilin constant for rubber with different hardness.


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