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Mechanical wave momentum from the first principles
Institution:1. Department of Mathematical Sciences, University of Liverpool, L69 7ZL, UK;2. School of Mechanical Engineering, Faculty of Engineering, Tel Aviv University, P.O. Box 39040, Tel Aviv 6997801, Israel;3. Department of Mathematics and Physics, Aberystwyth University, Physical Sciences Building, Aberystwyth, SY23 3BZ, UK;1. Maxwell Institute and School of Mathematics, The University of Edinburgh, James Clerk Maxwell Building, The King’s Buildings, Mayfield Road, Edinburgh, EH9 3JZ, United Kingdom;2. Maxwell Institute and School of Mathematical & Computer Sciences; Mathematics, Heriot–Watt University, Edinburgh, EH14 4AS, United Kingdom
Abstract:Axial momentum carried by waves in a uniform waveguide is considered based on the conservation laws and a kind of the causality principle. Specifically, we examine (without resorting to constitutive data) steady-state waves of an arbitrary shape, periodic waves which speed differs from the speed of its form and binary waves carrying self-equilibrated momentum. The approach allows us to represent momentum as a product of the wave mass and the wave speed. The propagating wave mass, positive or negative, is the excess of that in the wave over its initial value. This general representation is valid for mechanical waves of arbitrary nature and intensity. The finite-amplitude longitudinal and periodic transverse waves are examined in more detail. It is shown in particular, that the transverse excitation of a string or an elastic beam results in the binary wave. The closed-form expressions for the drift in these waves functionally reduce to the Stokes’ drift in surface water waves (a half the latter by the value). Besides, based on the general representation an energy–momentum relation is discussed and the physical meaning of the so-called “wave momentum” is clarified.
Keywords:A  Dynamics  B  Stress waves  Wave mass  C  Asymptotic analysis
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