D modeling ============== Characteristics of modeling ----------------------------------- Meshing with elements "AXIS_INCO_UPG" and "DEFORMATION =' SIMO_MIEHE '`` incompressible types TRIA6 and QUAD8. .. image:: images/1000125A00002D7A00000E0E17035B052F36D7EF.svg :width: 586 :height: 181 .. _RefImage_1000125A00002D7A00000E0E17035B052F36D7EF.svg: The boundary conditions are: * Zero vertical displacement on 'FACSUP' faces (side :math:`\mathit{EF}`) and 'FACINF' (side :math:`\mathit{AB}`): DY = 0. * Radial displacement imposed on the inside 'FACEAE' (side :math:`\mathit{AE}`): DX = 6. 10-5 Characteristics of the mesh ---------------------------- Number of knots: 175. Number of meshes and types: 20 QUAD8, 40 TRIA6. Tested sizes and results ------------------------------ Displacements and constraints SIGM_NOEU are evaluated at points :math:`A` and :math:`F`. The components of field SIEQ_NOEU are tested to the point :math:`A` only. +------------------+----------------------------+------------------+-------------+-------------+ |**Identification** |**Reference type**|**Reference**|**Tolerance**| +------------------+----------------------------+------------------+-------------+-------------+ |:math:`A` |:math:`\mathit{u}` (X) |ANALYTIQUE | #. 10-5 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{v}` (DY) |ANALYTIQUE | | #. 10-5 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{\sigma_{xx}}`|ANALYTIQUE |-59.9955 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{\sigma_{yy}}`|ANALYTIQUE |19.9326 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{\sigma_{zz}}`|ANALYTIQUE |99.9566 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{\sigma_{xy}}`|ANALYTIQUE | | #. 10-5 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |VMIS |ANALYTIQUE |138.5226 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |TRESCA |ANALYTIQUE |159.9521 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |PRIN_1 |ANALYTIQUE |-59.9955 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |PRIN_2 |ANALYTIQUE |19.9326 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |PRIN_3 |ANALYTIQUE |99.9566 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |VMIS_SG |ANALYTIQUE |138.5226 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ +------------------+----------------------------+------------------+-------------+-------------+ |**Identification** |**Reference type**|**Reference**|**Tolerance**| +------------------+----------------------------+------------------+-------------+-------------+ |:math:`F` |:math:`\mathit{u}` (X) |ANALYTIQUE | #. 10-5 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{v}` (DY) |ANALYTIQUE | | #. 10-5 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{\sigma_{xx}}`|ANALYTIQUE | |0.03 | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{\sigma_{yy}}`|ANALYTIQUE |20.0 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{\sigma_{zz}}`|ANALYTIQUE |40.006 | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ | |:math:`\mathit{\sigma_{xy}}`|ANALYTIQUE | | #. 10-3 | + + + + + + | | | | | | +------------------+----------------------------+------------------+-------------+-------------+ For Green-Lagrange deformations: +------------------+-------------------------+------------------+------------------+-------------+ |**Identification** |**Reference type**|**Reference** |**Tolerance**| +------------------+-------------------------+------------------+------------------+-------------+ |:math:`A` |:math:`{E}_{\mathit{xx}}`|ANALYTIQUE |-0.000598704996172|2E-3 | +------------------+-------------------------+------------------+------------------+-------------+ notes --------- The precision obtained is very good since all the constraints are obtained. with an accuracy of less than :math:`\text{0.5%}`.