B modeling ============== Characteristics of modeling ----------------------------------- We use 3D volume modeling for concrete and a grid_membrane model for reinforcements whose support meshes are quadrangles with four nodes. Characteristics of the mesh ---------------------------- .. image:: images/10000200000001AE000001551801E69DA3424E9C.png :width: 3.0063in :height: 2.5634in .. _RefImage_10000200000001AE000001551801E69DA3424E9C.png: Number of knots: 8 Number of meshes: • 1 hexa8 mesh for concrete • 1 quad4 mesh for the reinforcement layers (N05-N02-N03-N08) Two grid_membrane models are defined for the reinforcements (one in direction :math:`X`, one in direction :math:`Y`) Tested sizes and results ------------------------------ .. csv-table:: "**Instant**", "**Field**", "**Component**", "**Component**", "**Reference**", "**Tolerance**" "1"," DEPL ", "DZ", "node: :math:`\mathit{NO5}` ", "-7.06E-01"," 0.10%" "1"," DEPL ", "DZ", "node: :math:`\mathit{NO6}` ", "-4.81E-01"," 0.10%" "1"," FORC_NODA ", "DX", "node: :math:`\mathit{NO1}` ", "-6.35E+09"," 0.10%" "1"," FORC_NODA ", "DY", "node: :math:`\mathit{NO1}` ", "-6.07E+09"," 0.10%" "1"," FORC_NODA ", "DZ", "node: :math:`\mathit{NO1}` ", "5.72E+08"," 0.10%" "1"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{BMA1}`, stitch:, stitch:1", "2.00E+11"," 0.10%" "1"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{MA1}`, stitch:, stitch:1", "2.94E+10"," 0.10%" "1"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "2.41E+10"," 0.10%" "1"," SIEF_ELGA "," SIYY ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "2.41E+10"," 0.10%" "1"," SIEF_ELGA "," SIZZ ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "-3.52E+09"," 0.10%" "1"," SIEF_ELGA "," SIXZ ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "3.96E+08"," 0.10%" .. csv-table:: "**Instant**", "**Field**", "**Component**", "**Component**", "**Reference**", "**Tolerance**" "2"," DEPL ", "DZ", "node: :math:`\mathit{NO5}` ", "-1.41E+00"," 0.10%" "2"," DEPL ", "DZ", "node: :math:`\mathit{NO6}` ", "-9.63E-01"," 0.10%" "2"," FORC_NODA ", "DX", "node: :math:`\mathit{NO1}` ", "-1.27E+10"," 0.10%" "2"," FORC_NODA ", "DY", "node: :math:`\mathit{NO1}` ", "-1.21E+10"," 0.10%" "2"," FORC_NODA ", "DZ", "node: :math:`\mathit{NO1}` ", "1.14E+09"," 0.10%" "2"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{BMA1}`, stitch:, stitch:1", "2.20E+11"," 0.10%" "2"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{MA1}`, stitch:, stitch:1", "5.88E+10"," 0.10%" "2"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "4.82E+10"," 0.10%" "2"," SIEF_ELGA "," SIYY ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "4.82E+10"," 0.10%" "2"," SIEF_ELGA "," SIZZ ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "-7.04E+09"," 0.10%" "2"," SIEF_ELGA "," SIXZ ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "7.91E+08"," 0.10%" "2"," VARI_ELGA ", "V1", "mesh: :math:`\mathit{BMA1}`, stitch:, stitch:1", "9.00E-01"," 0.10%" .. csv-table:: "**Instant**", "**Field**", "**Component**", "**Component**", "**Reference**", "**Tolerance**" "10"," DEPL ", "DZ", "node: :math:`\mathit{NO5}` ", "-6.50E+00"," 0.10%" "10"," DEPL ", "DZ", "node: :math:`\mathit{NO6}` ", "-4.86E+00"," 0.10%" "10"," FORC_NODA ", "DX", "node: :math:`\mathit{NO1}` ", "-6.33E+10"," 0.10%" "10"," FORC_NODA ", "DY", "node: :math:`\mathit{NO1}` ", "-6.12E+10"," 0.10%" "10"," FORC_NODA ", "DZ", "node: :math:`\mathit{NO1}` ", "4.18E+09"," 0.10%" "10"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{BMA1}`, stitch:, stitch:1", "3.80E+11"," 0.10%" "10"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{MA1}`, stitch:, stitch:1", "2.15E+11"," 0.10%" "10"," SIEF_ELGA "," SIXX ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "2.44E+11"," 0.10%" "10"," SIEF_ELGA "," SIYY ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "2.44E+11"," 0.10%" "10"," SIEF_ELGA "," SIZZ ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "-2.57E+10"," 0.10%" "10"," SIEF_ELGA "," SIXZ ", "mesh: :math:`\mathit{MA3}`, stitch:, stitch:1", "2.89E+09"," 0.10%" "10"," VARI_ELGA ", "V1", "mesh: :math:`\mathit{BMA1}`, stitch:, stitch:1", "8.10E+00"," 0.10%" "10"," VARI_ELGA ", "V1", "mesh: :math:`\mathit{MA1}`, stitch:, stitch:1", "6.73E-01"," 0.10%"