Reinforced Concrete Beam - Problem with Degrees of Freedom
I was trying to using the finite element method to model the failure behaviour of the structural reinforced concrete beam element. From the literature review, I had found that the reinforced concrete was able to deform plastically and cracks in the direction of x, y, and z, by modelling the solid element with three degrees of freedom in each point. However, I was not able to find the degrees of freedom setting. May I know where can I find the setting (degrees of freedom)?
Thank you in advance.