.. _V6.02.119: **v6.02.119** SSNL119 - Static response of a reinforced concrete beam (rectangular section) with non-linear behavior ======================================================================================================================= **Summary:** The problem consists in analyzing the response of a reinforced concrete beam in 3-point bending to ruin through multi-fiber beam modeling [:ref:`R3.08.08 `] or plate modeling using a homogenized reinforced concrete law. This test corresponds to a static analysis of a beam with non-linear behavior. The test models are: • modeling A: concrete is modeled with Mazars's damagable softening behavior law in its version :math:`\mathrm{1D}` [:ref:`R7.01.08 `] and steel is elasto-plastic, the type of elements used is POU_D_EM; • modeling B: the reinforced concrete beam is modeled with the homogenized law GLRC_DM and a steel grid according to an elasto-plastic law representing lower steels; • modeling C: the reinforced concrete beam is modeled with the homogenized law GLRC_DM with an averaged reinforcement cross section; • D modeling: the reinforced concrete beam is modeled with the homogenized law DHRC. • Modeling E: copy of modeling A with elements POU_D_TGM used to validate options EPSI_ELGA and EPSP_ELGA for this type of element. .. toctree:: :hidden: self .. toctree:: :maxdepth: 2 :numbered: Caract_ristiques_g_n_rales Solution_de_r_f_rence Mod_lisation_A Mod_lisation_B Mod_lisation_C Mod_lisation_D Mod_lisation_E Synth_se_des_r_sultats