Modeling A ============== Characteristics of modeling ----------------------------------- We model problem 1 with Euler's right beam elements: POU_D_E **Problem 1:** .. csv-table:: "Mesh:", "beam :math:`\mathit{AC}`: 20 SEG2, 21 knots" "Boundary conditions: In all the knots in :math:`A`: in :math:`B`: in :math:`C`:", "DDL_IMPO =( TOUT =' OUI ', DZ=0.0, DRX =0.0, DRY =0.0,) (GROUP_NO ='A', DX=0.0, DY=0.0) (GROUP_NO ='B', DY=0.0,) (GROUP_NO ='C', DY=0.0,)" notes --------- The natural modes are calculated with a lock at point :math:`B` along the Y direction. A static mode is also calculated with a displacement imposed at point :math:`B` component :math:`\mathit{DY}`. The base of Ritz is composed of dynamic modes and static mode. It is orthogonalized with a generalized mode calculation and then returned to a mode_meca type concept. The modal base is filtered to keep the first 5 modes. Tested sizes and results ------------------------------ **Frequencies (** :math:`\mathit{Hz}` **)**: .. csv-table:: "**Clean modes**", "**Reference** direct calculation", "**Aster**", "**tolerance**" "1", "5.6600453", "5.6600471", "0.1%" "2", "22.6403247", "22.6403247", "0.1%" "3", "50.9421205", "50.9433790", "0.1%" "4", "90.5703803", "90.5703803", "0.1%" "5", "141.5378176", "141.5651110", "0.1%" **Effective masses and participation factors:** For the effective masses and participation factors, the tests are based on the sum of the values for the first 5 modes. .. csv-table:: "**Parameter**", "**Reference** direct calculation", "**Aster**", "**tolerance**" "Sum of the effective masses for the first 5 modes", "342.9564379", "342.9564379", "0.1%" "Effective mass of the first mode", "297.9380528", "297.9380553", "0.1%" "Sum of the effective unit masses for the first 5 modes", "0.9330542", "0.9330463", "0.1%" "Sum of the absolute values of the participation factors for the first 5 modes", "26.4666220", "26.4660056", "0.1%" "Absolute value of the first mode participation factor", "17.2608821", "17.2608822", "0.1%"