Static Riks ou Static General??

[Nicolas R.]

Hi everyone,

Im modeling a reinforced concrete beam, I want to see the not linear behavior of the concrete submeted to traction and compression through the concrete damage plasticity. Into the step definition is necessary to use a Static Riks to see the degradation of the properties of the material through the Force vs Displacement graphic, our I can see it wiht a General static??

I grateful any tip,

Thanks and regards.