On studying traveling waves on a nonlinearly suspended bridge, the following partial differential equation has been considered: uu+uxxxx+f(u)=0, where f(u)=u+−1. Here the bridge is seen as a vibrating beam supported by cables, which are treated as spring with a one-sided restoring force. The existence of a traveling wave solution to the above piece-wise linear equation has been proved by solving the equation explitly (McKenna & Walter in 1990). Recently the result has been extended to a group of equations with more general nonlinearities such as f(u)=u+−1+g(u) (Chen & McKenna, 1997). However, the restrictions on g(u) do not allow the resulting restoring force function to increase faster than the linear function u−1 for u>1. Since an interesting “multiton” behavior, that is, two traveling waves appear to emerge intact after interacting nonlinearly with each other, has been observed in numerical experiments for a fast-increasing nonlinearity f(u)=e−1−1, it hints that the conclusion of the existence of a traveling wave solution with fast-increasing nonlinearities shall be valid as well.
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