Is there any 2D and 3D dimenssional plastic concrete good model?

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Paweł Marek Lewiński

Dear Sir,

This is our model from amcm2011 which is without the damage described by the parameter which accounts for the degradation of the elastic stiffness, because I can model the tension stiffening by means of steel bars modelling due to EC2 provisions. The surface of Podgórski is very close to Willam-Warnke surface for e=0.514.

Your truly

Paweł M. Lewiński

Tahar Latrache

Thanks Dr