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  1. Andi_Co

    tensile behaviour for plain concrete with cdp model

    Hi guys, I need some help. How can i model the tensile section in the concrete damage plasticiy model? For example the tensile strength is 3 N/mm2 and the max crack wide should not exceed w0<0.12mm with a mesh-size of 2x2x2 cm (C3D8R-Elements). Do I use strain, displacement or fracture...

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