How to change material properties of Concrete damage plasticity model for STEEL FIBRE REINFORCED CONCRETE in abaqus software??
i.e., Plasticity-Dilation angle, eccentricity,k, viscosity parameter,fbo/fco
Compression & tension behaviour and compression & tension damage.
I have stress strain results of experiment only.Where can I get formulae to find all of the above values by just using experimental stress-strain results?? I would just change the material properties of CDP model and not create steel fibre as a part and randomly orient it and then assemble it.I would be varying steel fibre volume fraction and using hooked end steel fibre.
Please help me in solving this problem.
i.e., Plasticity-Dilation angle, eccentricity,k, viscosity parameter,fbo/fco
Compression & tension behaviour and compression & tension damage.
I have stress strain results of experiment only.Where can I get formulae to find all of the above values by just using experimental stress-strain results?? I would just change the material properties of CDP model and not create steel fibre as a part and randomly orient it and then assemble it.I would be varying steel fibre volume fraction and using hooked end steel fibre.
Please help me in solving this problem.
