Reference problem ===================== Geometry --------- +-------------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | |Straight pipe with a hollow circular cross section:Outer tube diameter: :math:`\mathrm{15,90 }\mathrm{mm}` Inner tube diameter: 1 :math:`\mathrm{2,72 }\mathrm{mm}` | + .. image:: images/1000035C000069D5000041D6D770488074B08F73.svg + + | :width: 227 | | + :height: 141 + + | | | + + + | | | +-------------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ | |Total Tube Length: :math:`\mathrm{1,350 }m` Part Length :math:`\mathrm{AB}`: :math:`\mathrm{0,305 }m` Part Length :math:`\mathrm{BC}`: Part Length: :math:`\mathrm{0,300}m` Part Length :math:`\mathrm{CD}`: :math:`\mathrm{0,305 }m` Part Length :math:`\mathrm{DE}`: :math:`\mathrm{0,440}m`| + .. image:: images/1000F498000069D500002D7A9208FED44367B886.svg + + | :width: 227 | | + :height: 141 + + | | | + + + | | | +-------------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ Material properties ------------------------ The values of the physical quantities characteristic of the elements of the structure are: **Brass tube:** .. csv-table:: ":math:`E=\mathrm{1,1}{10}^{11}N/{m}^{2}` "," :math:`\nu =\mathrm{0,3}` "," :math:`\rho =8330\mathrm{kg}/{m}^{3}`" **Internal fluid**: air :math:`{\rho }_{i}=\mathrm{1,3}\mathrm{kg}/{m}^{3}` .. csv-table:: "**External fluid**:", "tube immersed in water over the part of its length between the two supports, tube immersed in air over the cantilever part of its length, transverse flow incident on part :math:`\mathrm{BC}` of the tube." :math:`{\rho }_{e}=\mathrm{1000,0}\mathrm{kg}/{m}^{3}` or :math:`\mathrm{1,3}\mathrm{kg}/{m}^{3}` depending on the external zone An equivalent density is attributed to the structure when calculating its modal fluid base at rest; this equivalent density includes the density of the internal fluid, that of the structure and that of the external fluid; the inertial effect of the latter is evaluated by means of an added mass coefficient. Boundary conditions and loads ------------------------------------- The beam is simply supported at points :math:`A` and :math:`D`. A distributed random load, transverse to the tube, is imposed on section :math:`\mathrm{BC}`. This loading is defined, on the one hand using a speed profile along the excited zone, and on the other hand using a dimensionless excitation spectrum.