The tensile strength of concrete is 1.81 Mpa and fracture energy was assumed to equal to 90 J/m2. So how to define tensile behaviour in the type of GFI .What should I input ? Plz help thanks
Thank you for sharing .I have read it.Could you help me in one thing that to define tensile behaviour in concrete damaged plasticity only we have to input yield stress and fracture energy in one row only ??
For determining your value of fracture energy of conventional concrete, you can refer to the design code of CEB-FIP. It explains everthing explecitely. Good luck