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


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

It is the same modeling as modeling A, but with plane constraints (C_ PLAN). The junctions are constructed in the same way.


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

The mesh, which comprises 54 cells of the TRIA3 type, is represented in FIG. 4.2-a. The mesh is sufficiently unrefined to be in the same situation as for modeling A (Figure 4.2-b).


.. image:: images/10000000000000E5000000CD7583556789223D35.png
    :width: 3.1492in
    :height: 2.8016in


.. _RefImage_10000000000000E5000000CD7583556789223D35.png:

Figure 4.2-a: The modeling B mesh.


.. image:: images/10000000000000E5000000CD7583556789223D35.png
    :width: 3.1252in
    :height: 2.8016in


.. _RefImage_10000000000000E5000000CD7583556789223D35.png0:

Figure 4.2-b: Heaviside function value for the horizontal crack and its support.


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

The quantities tested are identical to those presented for modeling A.


+------------------+--+-------------+---------------+--------+
|**Identification**   |**Reference**|**% tolerance**|1.00E-11|
+------------------+--+-------------+---------------+        +
|DEPZON_1          |DX|MIN          |-0.25          |        |
+                  +  +-------------+---------------+--------+
|                  |  |MAX          |-0.25          |1.00E-11|
+                  +--+-------------+---------------+--------+
|                  |DY|MIN          |0              |1.00E-11|
+                  +  +-------------+---------------+--------+
|                  |  |MAX          |0              |1.00E-11|
+------------------+--+-------------+---------------+--------+
|DEPZON_2          |DX|MIN          |-0.5           |1.00E-11|
+                  +  +-------------+---------------+--------+
|                  |  |MAX          |-0.5           |1.00E-11|
+                  +--+-------------+---------------+--------+
|                  |DY|MIN          |0              |1.00E-11|
+                  +  +-------------+---------------+--------+
|                  |  |MAX          |0              |1.00E-11|
+------------------+--+-------------+---------------+--------+
|DEPZON_3          |DX|MIN          |0.75           |1.00E-11|
+                  +  +-------------+---------------+--------+
|                  |  |MAX          |0.75           |1.00E-11|
+                  +--+-------------+---------------+--------+
|                  |DY|MIN          |0              |1.00E-11|
+                  +  +-------------+---------------+--------+
|                  |  |MAX          |0              |1.00E-11|
+------------------+--+-------------+---------------+--------+
|DEPZON_4          |DX|MIN          |0.75           |1.00E-11|
+                  +  +-------------+---------------+--------+
|                  |  |MAX          |0.75           |1.00E-11|
+                  +--+-------------+---------------+--------+
|                  |DY|MIN          |0              |1.00E-11|
+                  +  +-------------+---------------+--------+
|                  |  |MAX          |0              |1.00E-11|
+------------------+--+-------------+---------------+--------+

**Table** 4.3-1

The deformation is represented in FIG. 4.4-a.


.. image:: images/10000000000001AA00000155DB11896EE26027A1.jpg
    :width: 4.4374in
    :height: 3.552in


.. _RefImage_10000000000001AA00000155DB11896EE26027A1.jpg:

Figure 4.4-a: Deformed structure.


notes
---------

The remarks are identical to those specified for modeling A.