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and initial conditions,
                                                              ∂u
                                              u(x, 0) = f(x),    (x, 0) = g(x).
                                                              ∂x

                   Example 5.2 A string with freely floating endpoints Consider a string with ends
                   fastened to air bearings that are fixed to a rod orthogonal to the x-axis. Since the
                   bearings float freely there should be no force along the rods, which means that the
                   string is horizontal at the bearings, see Fig. 5.5 for a sketch.



                                     x = 0




                                                                                  x = a



                                        Figure 5.5: A string with floating endpoints


                       It satisfies the wave equation with the same initial conditions as above, but the
                   boundary conditions now are

                                               ∂u         ∂u
                                                  (0, t) =   (a, t) = 0, t > 0.
                                               ∂x         ∂x
                   These are clearly of von Neumann type.


                   Example 5.3 A string with endpoints fixed to strings To illustrate mixed boundary
                   conditions we make an even more complicated contraption where we fix the endpoints
                   of the string to springs, with equilibrium at y = 0, see Fig. 5.6 for a sketch.


                                                                                 x = a










                                     x = 0


                                    Figure 5.6: A string with endpoints fixed to springs


                       Hook’s law states that the force exerted by the spring (along the y axis) is F =
                   −ku(0, t), where k is the spring constant. This must be balanced by the force the
                   string on the spring, which is equal to the tension T in the string. The component
                   parallel to the y axis is T sin α, where α is the angle with the horizontal, see Fig. 5.7





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