From what I’ve been reading in different articles, von Mises yield criterion have no value in predicting yield or failure in concrete elements.
Also, i haven’t found information in the EC2 for using von Mises yield criterion for concrete elements design.
Does that mean that the Utilization information and Crossec Optimization based on the utilization is not applicable for concrete elements design?
If it is applicable for designing concrete elements, if possible, i would love to get some clarification and information on the subject.
Thank you in advanced,