B modeling
==============


Characteristics of modeling
-----------------------------------

The modeling characteristics are the same as Model A.


Characteristics of the mesh
----------------------------

The mesh includes 5488 nodes, 868 quadratic hexahedra (HEXA20) to model concrete, 62 degenerate quadratic hexahedra (HEXA20) to represent the steel-concrete interface, and 62 quadratic quadrangles (QUAD8) to represent the reinforcing sheet.


Tested sizes and results
------------------------------

The horizontal displacement of the reinforcement sheet at the end of the plate at two different times is compared with the three-dimensional reference modeling. These tests are duplicated with non-regression tests.


.. csv-table::

    "**Identification**", "**Component**", "**Instant**", "**Instant**", "**Reference Value**", "**Tolerance**"
    "DEPL — BOUT ", "DY", "5", "5", "'AUTRE_ASTER'", "-140.36714E-6"," 2%"
    "", "", "5", "'NON_REGRESSION'", "''", "-138.00190E-6", "1.E-6"
    "", "", "10", "'AUTRE_ASTER'", "-318.45792E-6"," 2%"
    "", "", "10", "'NON_REGRESSION'", "''", "-314.93776E-6", "1.E-6"