.. _U2.03.10:

**u2.03.10** Instructions for modeling junctions between reinforced concrete civil engineering structural elements
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**Summary:**

The purpose of this document is to provide advice for carrying out studies of reinforced concrete structures comprising walls, slabs and foundations using dedicated functionalities (in particular kinematic links, a model of non-linear junction behavior). It gives information on the mesh methodology, on the implementation of kinematic links, on the parameterization of behavior models.

Nonlinear behavior, which makes it possible to model a flexural junction between a wall and a floor or a raft and affected on a discrete element (ball joints), of type DIS_TR on SEG2 meshes, with two nodes, with two nodes, accessible by the keyword JONC_ENDO_PLAS, accessible by the keyword, see §13 [:external:ref:`R5.03.17 <R5.03.17>`].




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.. toctree::
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    self

.. toctree::
    :maxdepth: 2
    :numbered:

    Introduction
    Premi_re__tape___le_maillage
    Deuxi_me__tape___la_mise_en_donn_e_du_probl_me
    R_solution
    Post-traitement
    Liste_des_cas-tests_de_v_rification_validation
    Exemple_d_application_comment_
    Bibliographie
    Description_des_versions_du_document