Reference problem ===================== Geometry --------- .. image:: images/100000000000020E0000013B9534833A179A9D1C.png :width: 3.6909in :height: 2.1965in .. _RefImage_100000000000020E0000013B9534833A179A9D1C.png: +-----------------+--------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ |Plate ABCD |In length |:math:`L=\mathrm{10mm}` | +-----------------+--------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | |Of width |:math:`B=\mathrm{1mm}` | +-----------------+--------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | |Of thickness |:math:`H=\mathrm{0.1mm}` | +-----------------+--------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ |2 beams EF and GH| | | +-----------------+--------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | |In length |:math:`I=\mathrm{1mm}` | +-----------------+--------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | |Of circular sections|:math:`R=2.10-3`, :math:`e=2.10-4` | + + + + | | | | + + + .. image:: images/100000000000006B000000560BB58796644770FC.png + | | | :width: 0.9209in | + + + :height: 0.7354in + | | | | + + + + | | | | + + + + | | | | +-----------------+--------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ Material properties ----------------------- Linear elasticity: :math:`E\mathrm{=}2{10}^{5}\mathit{MPa}`, :math:`\nu \mathrm{=}0.3` Same for the plate and the two beams. Boundary conditions and loads ------------------------------------- Embedding on :math:`\mathit{AB}`: :math:`\mathit{DX}\mathrm{=}\mathit{DY}\mathrm{=}\mathit{DZ}\mathrm{=}\mathit{DRX}\mathrm{=}\mathit{DRY}\mathrm{=}\mathit{DRZ}\mathrm{=}0` Displacement imposed in :math:`E` and :math:`G`: :math:`\mathit{DZ}\mathrm{=}–0.2\mathit{mm}` Unilateral contact between :math:`F` and :math:`C` and between :math:`H` and :math:`D` Initial conditions -------------------- Not applicable.