Summary of results
======================

The results of the various models are compared to experimental measurements :ref:`[1] <RefNumPara__6179_719410710>`. All the models make it possible to represent in a satisfactory manner the asymmetric behavior of the beam under tension and compression. The elastic and post-elastic stiffness are correctly reproduced. The hysteresis loops are less extensive because the behavior models do not represent all the dissipative mechanisms of the reinforced concrete material.