Modeling A ============== Characteristics of modeling ----------------------------------- We use a BARRE model. Characteristics of the mesh ---------------------------- The mesh contains 1 element of type SEG2. Tested sizes and results ------------------------------ Support reactions and internal forces at the two nodes of the mesh. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ **Full gravity matrix according to** :math:`X` **:** .. csv-table:: "**Size**", "**Location**", "**Component**", "**Component**", "**Reference Value (N)**", "**Tolerance (%)**" "REAC_NODA ", "Node N001"," :math:`\mathrm{DX}` "," ", "'ANALYTIQUE'", "-100", "1.0E-4" "REAC_NODA ", "Node N002"," :math:`\mathrm{DX}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" "FORC_NODA ", "Node N001"," :math:`\mathrm{DX}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "FORC_NODA ", "Node N002"," :math:`\mathrm{DX}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" **Full gravity matrix according to** :math:`Y` **:** .. csv-table:: "**Size**", "**Location**", "**Component**", "**Component**", "**Reference Value (N)**", "**Tolerance (%)**" "REAC_NODA ", "Node N001"," :math:`\mathit{DY}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "REAC_NODA ", "Node N002"," :math:`\mathit{DY}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "FORC_NODA ", "Node N001"," :math:`\mathit{DY}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" "FORC_NODA ", "Node N002"," :math:`\mathit{DY}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" **Full gravity matrix according to** :math:`Z` **:** .. csv-table:: "**Size**", "**Location**", "**Component**", "**Component**", "**Reference Value (N)**", "**Tolerance (%)**" "REAC_NODA ", "Node N001"," :math:`\mathit{DZ}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "REAC_NODA ", "Node N002"," :math:`\mathit{DZ}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "FORC_NODA ", "Node N001"," :math:`\mathit{DZ}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" "FORC_NODA ", "Node N002"," :math:`\mathit{DZ}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" **Diagonal gravity matrix by** :math:`X` **:** .. csv-table:: "**Size**", "**Location**", "**Component**", "**Component**", "**Reference Value (N)**", "**Tolerance (%)**" "REAC_NODA ", "Node N001"," :math:`\mathrm{DX}` "," ", "'ANALYTIQUE'", "-100", "1.0E-4" "REAC_NODA ", "Node N002"," :math:`\mathrm{DX}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" "FORC_NODA ", "Node N001"," :math:`\mathrm{DX}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "FORC_NODA ", "Node N002"," :math:`\mathrm{DX}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" **Diagonal gravity matrix by** :math:`Y` **:** .. csv-table:: "**Size**", "**Location**", "**Component**", "**Component**", "**Reference Value (N)**", "**Tolerance (%)**" "REAC_NODA ", "Node N001"," :math:`\mathit{DY}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "REAC_NODA ", "Node N002"," :math:`\mathit{DY}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "FORC_NODA ", "Node N001"," :math:`\mathit{DY}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" "FORC_NODA ", "Node N002"," :math:`\mathit{DY}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" **Diagonal gravity matrix by** :math:`Z` **:** .. csv-table:: "**Size**", "**Location**", "**Component**", "**Component**", "**Reference Value (N)**", "**Tolerance (%)**" "REAC_NODA ", "Node N001"," :math:`\mathit{DZ}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "REAC_NODA ", "Node N002"," :math:`\mathit{DZ}` "," ", "'ANALYTIQUE'", "-50", "1.0E-4" "FORC_NODA ", "Node N001"," :math:`\mathit{DZ}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" "FORC_NODA ", "Node N002"," :math:`\mathit{DZ}` "," ", "'ANALYTIQUE'", "0", "1.0E-4" Projection of the mass matrix on a modal basis ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ **Full matrix** .. csv-table:: "**TABLE**", "**Reference type**", "**Reference value (kg)**", "**Tolerance (%)**" "TABX ", "'ANALYTIQUE'", "100.0", "1.0E-4" "TABY ", "'ANALYTIQUE'", "100.0", "1.0E-4" "TABZ ", "'ANALYTIQUE'", "100.0", "1.0E-4" **Diagonal matrix** .. csv-table:: "**TABLE**", "**Reference type**", "**Reference value (kg)**", "**Tolerance (%)**" "TABX ", "'ANALYTIQUE'", "100.0", "1.0E-4" "TABY ", "'ANALYTIQUE'", "100.0", "1.0E-4" "TABZ ", "'ANALYTIQUE'", "100.0", "1.0E-4" Kinetic energy ~~~~~~~~~~~~~~~~~~ **Full matrix** .. csv-table:: "**TABLE**", "**NOM_PARA**", "**Reference type**", "**Reference value (J)**", "**Tolerance (%)**" "TABX "," TOTALE ", "'ANALYTIQUE'", "''", "50.0", "1.0E-4" "TABY "," TOTALE ", "'ANALYTIQUE'", "''", "50.0", "1.0E-4" "TABZ "," TOTALE ", "'ANALYTIQUE'", "''", "50.0", "1.0E-4"