Reference problem ===================== Geometry --------- Geometric values are expressed in meters. Straight beam of length :math:`L=1`, direction :math:`x`. .. image:: images/100000000000032E000000B10B745D3C987624CE.png :width: 4.9217in :height: 1.0665in .. _RefImage_100000000000032E000000B10B745D3C987624CE.png: Two types of section are calculated simultaneously: +--------------------------------------------------------------------------------------------------------------------------------------------------------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------+ |Rectangular section |Circular section | + + + | | | + .. image:: images/10000000000001060000011BC8363945E0463E5B.png + .. image:: images/1000000000000074000000732A48C99847FF9367.png + | :width: 2.1791in | :width: 0.9598in | + :height: 2.352in + :height: 0.9508in + | | | + + + | | | + + + | | | +--------------------------------------------------------------------------------------------------------------------------------------------------------------------+------------------------------------------------------------------------------------------------------------------------------------------------------------------+ For modeling D, 1 thin tube section is calculated: .. image:: images/100000000000007800000078436C191CC3DB6F4F.png :width: 0.9937in :height: 0.9902in .. _RefImage_100000000000007800000078436C191CC3DB6F4F.png: Material properties ----------------------- :math:`E=2.{10}^{11}\mathrm{Pa}` :math:`\nu =0.3` .. csv-table:: "ECRO_LINE:" ":math:`\mathrm{SY}={\sigma }_{y}=150{10}^{6}\mathrm{Pa}`" ":math:`H` = D_ SIGM_EPSI = :math:`2{10}^{9}\mathrm{Pa}` or 0" Boundary conditions and loads ------------------------------------- Embedding in :math:`O` Displacement imposed in :math:`B` :math:`{\mathrm{DX}}^{e}=\frac{\mathrm{L.}{\sigma }_{y}}{E}={0.7510}^{-3}m` :math:`\mathrm{DX}` varies from :math:`{\mathrm{DX}}^{e}` to :math:`{\mathrm{3DX}}^{e}` Rotation imposed in :math:`B` :math:`{\mathrm{DRZ}}^{e}={0.7510}^{-2}m` :math:`\mathrm{DRZ}` varies from :math:`{\mathrm{DRZ}}^{e}` to :math:`20\mathrm{\times }{\mathit{DRZ}}^{e}` and then decreases to :math:`\mathrm{-}2\mathrm{\times }{\mathit{DRZ}}^{e}` **Note:** *In pure bending,* :math:`\mathrm{MZ}` *and* :math:`\mathrm{DRZ}` *do not depend on* :math:`x`\ *. The curvature* :math:`\varphi =\frac{d(\mathrm{DRZ})}{\mathrm{dx}}=\mathrm{DRZ}(B)`