Modeling A ============== Characteristics of modeling ----------------------------------- **Discreet translational rigidity element** .. image:: images/10000DF000001FF0000006349561F32E86807481.svg :width: 412 :height: 80 .. _RefImage_10000DF000001FF0000006349561F32E86807481.svg: Characteristics of the elements .. csv-table:: "DISCRET:", "with nodal masses", "M_T_D_N" "", "and stiffness matrices", "K_T_D_L" "", "and damping matrices", "A_T_D_L" Boundary conditions: .. csv-table:: "in all nodes", "DDL_IMPO ", "(TOUT =' OUI 'DY= 0., DZ= 0.)" "at the end nodes", "", "(GROUP_NO =AB DX= 0.)" Node names: .. csv-table:: ":math:`\mathrm{Point}A=\mathrm{N1}` "," :math:`{P}_{1}=\mathrm{N2}`" ":math:`\mathit{Point}B\mathrm{=}\mathit{N10}` "," :math:`{P}_{2}=\mathrm{N3}`" "", "..." "", ":math:`{P}_{8}=\mathrm{N9}`" Characteristics of the mesh ---------------------------- Number of knots: 10 Number of meshes and types: 9 SEG2 Tested sizes and results ------------------------------ Real and imaginary parts of component :math:`\mathit{DX}` of the displacement of point :math:`{P}_{4}`. .. csv-table:: "**Frequency**", "**Reference**" "5.00", "1.0237E—4 —8.5187E—6" "5.50", "4.5066E—4 —7.7914E—4" "6.00", "—9.4101E—5 —1.0585E—5" "10.00", "8.4143E—7 —1.0335E—6" "15.00", "1.2656E—5 —5.6652E—6" "20.00", "2.9784E—6 —6.6970E—6" "25.00", "—1.2536E—6 —5.2703E—6" "30.00", "—2.0904E—6 —5.4821E—6" "35.00", "—4.5447E—6 —1.1190E—6" "39.50", "—2.6895E—6 —3.0505E—7" Real and imaginary parts of the :math:`\mathrm{DX}` component of the speed of point :math:`{P}_{4}`. .. csv-table:: "**Frequency**", "**Reference**" "5.00", "2.6762E—4 3.2160E—3" "5.50", "2.6925E—2 1.5574E—2" "6.00", "3.9904E—4 —3.5475E—3" "10.00", "6.4937E—5 5.2869E—5" "15.00", "5.3393E—4 1.1928E—3" "20.00", "8.4157E—4 3.7428E—4" "25.00", "8.2786E—4 —1.9691E—4" "30.00", "1.0333E—3 —3.9403E—4" "35.00", "2.4608E—4 —9.9943E—4" "39.50", "7.5709E—5 —6.6749E—4" Real and imaginary parts of the :math:`\mathit{DX}` component of the acceleration of point :math:`{P}_{4}`. .. csv-table:: "**Frequency**", "**Reference**" "5.00", "—1.0103E—1 8.4076E—3" "5.50", "—5.3819E—1 9.3047E—1" "6.00", "1.3374E—1 1.5044E—2" "10.00", "—3.3218E—3 4.0801E—3" "15.00", "—1.1242E—1 5.0322E—2" "20.00", "—4.7033E—2 1.0575E—1" "25.00", "3.0931E—2 1.3004E—1" "30.00", "7.4273E—2 1.9478E—1" "35.00", "2.1979E—1 5.4116E—2" "39.50", "1.6566E—1 1.8789E—2" notes --------- **Contents of the results file:** The values of the displacement of component :math:`\mathrm{DX}` from point :math:`{P}_{4}` for all frequencies from :math:`5` to :math:`40\mathrm{Hz}` in steps of :math:`0.5` (Initial test case of VPCS). The values of the speed and acceleration of the :math:`\mathrm{DX}` component of the point :math:`{P}_{4}` for some vibration frequencies.