B modeling ============== Characteristics of modeling ----------------------------------- It is a nonlinear elasticity calculation under the hypothesis of small displacements, in plane deformations. The crack is opened in mixed mode. The entire structure is shown. Characteristics of the mesh ---------------------------- The mesh at the input of the test case into a linear mesh with the following characteristics: -Number of knots: 17691 -Number of elements: -Triangles: 12988 -quadrangles: 10816 The radius of the radiating domain at the bottom of the crack is :math:`25\mathit{mm}`. The size of the elements connected to the bottom of the crack is :math:`{10}^{-3}\mathit{mm}` It is obtained by "mirroring" the modeling A mesh. At the execution of the test case, a new quadratic mesh with elements of BARSOUM at the bottom of the crack is created by executing the commands CREA_MAILLAGE (keyword LINE_QUAD) then MODI_MAILLAGE (keyword MODI_MAILLE, option NOEUD_QUART). Tested sizes and results ------------------------------ The results obtained for three different integration rings are compared: .. csv-table:: "* crown 1: :math:`{R}_{\mathit{inf}}=10\mathit{mm}` ", ", "; :math:`{R}_{\text{sup}}=15\mathit{mm}`" "* crown 2: :math:`{R}_{\mathit{inf}}=15\mathit{mm}` ", ", "; :math:`{R}_{\text{sup}}=20\mathit{mm}`" "* crown 3: :math:`{R}_{\mathit{inf}}=20\mathit{mm}` ", ", "; :math:`{R}_{\text{sup}}=25\mathit{mm}`" The reference values of G from method 3 POST_K1_K2_K3 selected as well as the associated details are provided in the table below. .. csv-table:: "**Calculation instant**", "**Imposed relocation** :math:`\mathrm{\delta }` **(in mm)**", "**Reference**: :math:`G(N/m)` From POST_K1_K2_K3 (method 3)", "**Tolerance** **(%)**" "1"," :math:`\mathrm{0,7}\ast \text{Dp}=200` ", "1.36596E+04", "0, 5" "2"," :math:`\text{Dp}=286` ", "2.74150E+04", "0, 4" "3"," :math:`3\ast \text{Dp}=857` ", "1.68193E+05", "0, 3" Where :math:`\mathit{Dp}=L\mathrm{.}\mathit{SY}/E`.