For constant wave speed , the whole-line Cauchy problemhas the unique classical solution, for and ,The first term evolves displacement released from rest; the second evolves initial velocity. The factor converts an integral of velocity over distance into displacement. On a finite string the formula applies before the backward characteristic curves reach an endpoint, or globally after an extension that enforces the boundary conditions. [ref]
For a completely smooth example, choose a bump function with compact support:where sets the half-width and sets the initial peak. ThenAt the two copies coincide, recovering peak . At , . At the pulses are separated, centred at , each of width and peak . Zero initial velocity forces equal left and right contributions; a purely right-moving initial profile instead requires . Thus “released from rest” and “launched to the right” describe different Cauchy data.
A smooth pulse released from rest splits in two, while backward characteristics select a causal interval
. Details. The domain of dependence of , for , is contained in on the initial line. More precisely, displacement contributes only through the two endpoints, while initial velocity contributes throughout the interval. With , and , that interval is . Changing either initial datum outside it cannot change . If both initial data vanish outside , the solution vanishes outside : this is finite propagation speed. The expanding interval bounds possible influence; it need not be filled by nonzero displacement, as the separated bumps demonstrate.
Historically, d'Alembert studied the vibrating-string problem in “Recherches sur la courbe que forme une corde tendue mise en vibration”, in the Berlin Academy's volume for the year 1747, pages 214–219. The memoir introduces the differential equation and integrates it through two arbitrary one-variable functions. The original geometric problem makes the formula's enduring appeal clear: arbitrary initial shapes can be handled without first decomposing them into normal modes. [ref]
https://webusers.imj-prg.fr/~david.aubin/cours/Textes/Dalembert-HAB-1747-cordes-vibrantes.pdf. D'Alembert, vibrating-string memoir, Academy year 1747
For a brief derivation, use characteristic coordinates and . The chain rule gives , so . The initial conditions yield and . Integrating these relations gives the displayed formula; the arbitrary integration constants cancel in their sum.
For the half-line wave equation with a zero Dirichlet boundary condition at , extend both the initial displacement and initial velocity as odd functions to the full line. D'Alembert's formula then gives an odd solution in , so . Restriction to solves the desired initial-boundary value problem. With zero initial velocity, the displayed formula shows reflection at the fixed endpoint with reversal of the displacement sign. Continuous piecewise smooth displacement data give a weak solution; a classical solution requires sufficient additional regularity. In particular, a kink in the initial displacement can prevent the pointwise time derivative at that kink from taking the assigned initial velocity, even though the initial velocity is attained in the sense.
For the triangular function released with zero initial velocity in the whole-line wave equation, the D'Alembert formula gives the displayed solution. Here . Two equal half-amplitude triangles translate in opposite directions, overlapping at early times and separating after . This defines a weak solution, because the initial slope has jumps; away from the translated corner lines it is a classical solution. Its Fourier transform is , with removable value one at .
For the classical wave equation on an effectively infinite string, put , . Initial data and give the single right-moving pulse . The same displacement with zero initial velocity instead gives , two oppositely moving half-amplitude pulses. Both satisfy their initial data by direct differentiation. Their total energies differ because their initial kinetic energies differ; the split solution initially stores only elastic energy.
A rectangular initial displacement with zero initial velocity splits into two equal half-height copies moving in opposite directions. The D'Alembert formula reads . Overlap adds the heights; separated copies each retain the original width. For discontinuous fronts the formula defines a weak solution of the wave equation.
For the wave equation with zero initial displacement and initial velocity , D'Alembert's formula becomesFor this is the original speed-one form when the initial velocity is named . The integral records the total initial kick inside the domain of dependence.
For a computed example, set on and zero elsewhere, with . This discontinuous datum gives a weak solution:At the centre, . For , and , this is at and at . Once , a central plateau occupies . In contrast, central zero region for odd compactly supported initial velocity follows when the full integral of vanishes. Finite propagation speed permits an interior tail; it does not imply the Strong Huygens principle.
If , , and the odd function is supported on , thenThe interval then contains the entire support, whose integral vanishes by oddness.
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