B modeling ============== Characteristics of modeling ----------------------------------- Shell element DST .. image:: images/1000137200002ED200000EC8608CAE1BA8D6289E.svg :width: 604 :height: 190 .. _RefImage_1000137200002ED200000EC8608CAE1BA8D6289E.svg: .. csv-table:: "Cutout:", "12 in length", "4 in width:", "96 stitches TRIA3" "", "", "with symmetry with respect to axis :math:`\mathit{Ox}`" "Slender", "transversal", ":math:`b\mathrm{/}\mathrm{4t}\mathrm{=}5` ", "" "", "longitudinal", ":math:`L\mathrm{/}\mathrm{12t}\mathrm{=}20` ", "" 2 load cases 1. Opposing forces 2. Forces of the same meaning Node name: .. csv-table:: "Point :math:`A\mathrm{=}\mathit{N1}` ", "Point :math:`C\mathrm{=}\mathit{N65}` ", "Point :math:`E\mathrm{=}\mathit{N39}`" "Point :math:`B\mathrm{=}\mathit{N13}` ", "Point :math:`D\mathrm{=}\mathit{N53}` ", "Point :math:`F\mathrm{=}\mathit{N27}`" Characteristics of the mesh ---------------------------- Number of knots: 65 Number of meshes and types: 96 TRIA3 Tested sizes and results ------------------------------ +-----------------+-------------------+-----------------------------------------+-------------+------------------+-------------+ |**Charging case**|**Point** |**Size and unit** |**Reference**|**Reference type**|**Tolerance**| +-----------------+-------------------+-----------------------------------------+-------------+------------------+-------------+ |1 |:math:`B` |Displacement :math:`\mathit{DZ}(m)` |—3.537 10—6 |'ANALYTIQUE' |0.5% | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`E` |Displacement :math:`\mathit{DZ}(m)` |0 |'ANALYTIQUE' |1.0E-12 | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`C` |Displacement :math:`\mathit{DZ}(m)` |3.537 10—6 |'ANALYTIQUE' |0.5% | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`\mathit{AD}`|Resultant force :math:`\mathit{DZ}(N)` |0 |'ANALYTIQUE' |1.0E-8 | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`F` |Moment :math:`\mathit{DRX}(\mathit{N.m})`|-1 |'ANALYTIQUE' |1.0E -6% | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`F` |Moment :math:`\mathit{DRY}(\mathit{N.m})`|0 |'ANALYTIQUE' |1.0E-8 | +-----------------+-------------------+-----------------------------------------+-------------+------------------+-------------+ |2 |:math:`B` |Displacement :math:`\mathit{DZ}(m)` |1.1059 10—3 |'ANALYTIQUE' |1% | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`E` |Displacement :math:`\mathit{DZ}(m)` |1.1059 10—3 |'ANALYTIQUE' |1% | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`C` |Displacement :math:`\mathit{DZ}(m)` |1.1059 10—3 |'ANALYTIQUE' |1% | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`\mathit{AD}`|Resultant force :math:`\mathit{DZ}(N)` |-2 |'ANALYTIQUE' |1.0E -6% | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`F` |Moment :math:`\mathit{DRX}(\mathit{N.m})`|0 |'ANALYTIQUE' |1.0E-8 | + +-------------------+-----------------------------------------+-------------+------------------+-------------+ | |:math:`F` |Moment :math:`\mathit{DRY}(\mathit{N.m})`|24 |'ANALYTIQUE' |1.0E -6% | +-----------------+-------------------+-----------------------------------------+-------------+------------------+-------------+