C modeling ============== Characteristics of modeling ----------------------------------- .. image:: images/1000000000000119000000D23802FDEF8370A91F.png :width: 2.3354in :height: 1.739in .. _RefImage_1000000000000119000000D23802FDEF8370A91F.png: Segment :math:`\text{AB}` is divided into 10 elements of the same length (10.) that form group POUTRE. The stitches are duplicated to form group BARRE. Characteristics of the mesh ---------------------------- Number of knots: 11 Number of meshes and types: 2 times 10 SEG2 Loading ----------- Calculations with assignment by value ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ In the reference calculation, pre-deformation is affected on the beam elements. .. csv-table:: "EPX "," :math:`1E-3`" In the second calculation, pre-deformation is affected on the member elements. .. csv-table:: "EPXX "," :math:`1E-3`" Calculations with assignment by function ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ The pre-deformation function is as follows: .. csv-table:: "EPXX "," :math:`\mathrm{1E-5.}(X+Y+Z)\mathrm{.}\mathit{INST}`" For the reference calculation (assignment by value), the value of :math:`\mathrm{1E-5.}(X+Y+Z)` is calculated and assigned for each bar cell by taking the coordinates of its Gauss point (middle of the cell). The dependence on time is made by adding a multiplier function to the load. Tested sizes and results ------------------------------ Calculations with assignment by value ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Reference calculation: .. csv-table:: "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**" "Instant 1, Node B, DX", "'NON_REGRESSION'", "-", "-" Second calculation: .. csv-table:: "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**" "Instant 1, Node B, DX", "'AUTRE_ASTER'", "0.0288675134603", "1E-6" Calculations with assignment by function ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Reference calculation: .. csv-table:: "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**" "Instant 1, Node B, DX", "'NON_REGRESSION'", "-", "-" "Instant 2, Node B, DY", "'NON_REGRESSION'", "-", "-" Second calculation: .. csv-table:: "**Identification**", "**T** reference type", "**Reference values**", "**Tolerance**" "Instant 1, Node B, DX", "'AUTRE_ASTER'", "0.0250000000004", "1E-6" "Instant 2, Node B, DY", "'AUTRE_ASTER'", "0.049999999999999", "1E-6"