Reference problem ===================== Geometry --------- .. image:: images/10000D520000323B00000C18D8774116216CD7DC.svg :width: 648 :height: 156 .. _RefImage_10000D520000323B00000C18D8774116216CD7DC.svg: .. csv-table:: "Point masses:", ":math:`{m}_{{P}_{1}}={m}_{{P}_{2}}={m}_{{P}_{3}}=\dots \dots ={m}_{{P}_{8}}=m`" "Link stiffness:", ":math:`{k}_{\mathrm{AP1}}={k}_{\mathrm{P1P2}}={k}_{\mathrm{P2P3}}=\dots \dots ={k}_{\mathrm{P8B}}=k`" "Viscous damping:", ":math:`{C}_{\mathrm{P1P2}}={c}_{\mathrm{P2P3}}=\dots \dots ={C}_{\mathrm{P7P8}}=c` :math:`{C}_{\mathrm{AP1}}=\mathrm{cc}` :math:`{C}_{\mathrm{P8B}}=\mathrm{cd}`" Material properties ----------------------- .. csv-table:: "Linear elastic translation spring", ":math:`k={10}^{5}N/m`" "Point mass", ":math:`m=10\mathrm{kg}`" "Link damping", ":math:`c=50N/(m/s)`" "", ":math:`\mathrm{cc}=250N/(m/s)`" "", ":math:`\mathrm{cd}=25N/(m/s)`" Boundary conditions and loads ------------------------------------- Embedded :math:`A` and :math:`B` points: :math:`u=0` **Loading:** Non-periodic concentrated force at point :math:`\mathrm{P4}` +-------------------------------------------------------------------------------------------------------------------+-------------------------+------------------------------------------------------------------------------------+-------------------------------------------------------------------------+ | |Point :math:`\mathrm{P4}`|:math:`{F}_{{x}_{4}}=F(t)0\le t\le \mathrm{1s}` |:math:`F(t)=\mathrm{1N}=\mathrm{constante}` | + .. image:: images/100002F000000BE3000009182C742061EEE9F1DE.svg + + + + | :width: 648 | | :math:`t>\mathrm{1s}` | :math:`F(t)=0` | + :height: 156 + + + + | | | | | + + + + + | | | | | +-------------------------------------------------------------------------------------------------------------------+-------------------------+------------------------------------------------------------------------------------+-------------------------------------------------------------------------+ Initial conditions -------------------- For :math:`t=0`, in every way :math:`{P}_{i}`: :math:`u=0`, :math:`\frac{\mathrm{du}}{\mathrm{dt}}=0`.