Modeling A: Meshing method ================================= In this modeling, the MAILLAGE method of the PROPA_FISS operator is used for crack propagation. Characteristics of the mesh ---------------------------- The structure is modelled by 7551 TRIA3. The crack is not meshed. .. image:: images/1000000000000690000003EAA6ED1D434BC5C594.png :width: 5.2799in :height: 2.4764in .. _RefImage_1000000000000690000003EAA6ED1D434BC5C594.png: Figure 2.1-1: Structure mesh The mesh size in the refined area is approximately 0.05mm. Tested sizes and results ------------------------------ We test the value of the stress intensity factors :math:`{K}_{I}` and :math:`{K}_{\mathit{II}}` after the last propagation step, given by CALC_G. The integration rings are R_ INF = 0.1 mm and R_ SUP = 0.2 mm. .. csv-table:: "**Identification**", "**Reference type**", "**Reference value**", "**Tolerance**" ":math:`{K}_{I}` ", "'NON_REGRESSION'", "1.142045"," 0.01%" ":math:`{K}_{\mathit{II}}` ", "'NON_REGRESSION'", "0.000000"," 0.01%" .. _RefNumPara__20300_1002211838: Additional results ------------------------- The crack paths are compared between those from :ref:`[1] ` and the one obtained by *Code_Aster*. Note: the coordinate system center is not the same between :ref:`[1] ` and the center of the calculation. To find the coordinate system defined in :ref:`[1] `, it is necessary to translate a vector (-10; -4) of the results of *Code_Aster*. For reasons of clarity, the crack paths are represented in the same coordinate system on the. .. image:: images/10000000000001F00000031CB035F0A9F03F4BF7.tif :width: 2.6846in :height: 4.311in .. _RefImage_10000000000001F00000031CB035F0A9F03F4BF7.tif: Figure 2.3-1: Comparison of crack paths .. image:: images/10000201000009AF00000DB49A8EF8C2BA862F8A.png :width: 2.5693in :height: 4.1492in .. _refImage_10000201000009 AF00000DB49A8EF8C2BA862F8A .png: