1.5 From particles to continua

Newton’s laws were stated for point masses, but most of physics governs continua — fluids, elastic solids, membranes, fields. The continuum form is the same mechanics at a different scale: Newton’s second law applied to a differential element, together with a constitutive law for how that element responds to deformation. The bridge between the particle and the field is worth building once explicitly, on the simplest system that shows it.

A chain of masses

Take NN identical masses mm at equilibrium positions xj=jax_j = j a, each joined to its neighbours by springs of stiffness κ\kappa. Let uju_j be the displacement of mass jj. The spring on its right is stretched by uj+1uju_{j+1} - u_j, the one on its left by ujuj1u_j - u_{j-1}, and Newton’s second law for mass jj reads

mu¨j  =  κ(uj+12uj+uj1).m\,\ddot u_j \;=\; \kappa\,(u_{j+1} - 2 u_j + u_{j-1}).

The right-hand side is a discrete second difference. Expanding the neighbours, uj±1=u(xj±a)u±aux+12a2uxxu_{j\pm1} = u(x_j\pm a) \approx u \pm a\,u_x + \tfrac12 a^2 u_{xx}, the second difference becomes a2uxx+O(a4)a^2\,u_{xx} + O(a^4). Taking a0a\to 0 with the wave speed c2=κa2/mc^2 = \kappa a^2/m held fixed collapses the chain of coupled ODEs into a single field equation, the wave equation:

2ut2  =  c22ux2,c=aκm.\frac{\partial^2 u}{\partial t^2} \;=\; c^2\,\frac{\partial^2 u}{\partial x^2}, \qquad c = a\sqrt{\frac{\kappa}{m}}.

The discrete system of particles has become a continuous field obeying a partial differential equation. This is the prototype of every continuum theory: a microscopic lattice, a limit, and a field equation.

discrete chain (N = 32)continuum (dashed)t = 0.00

A pulse on a chain of masses on springs propagates as a wave. For small N the chain has dispersion — short-wavelength components travel slower than long ones — and the pulse spreads and ripples. As N grows, the chain's spectrum fills out smoothly and approaches the continuum wave equation utt = c²uxx: the dashed reference. This is how Newton's particle-mechanics becomes continuum field theory.

A pulse on a chain of NN masses propagates as a wave. For small NN the chain is dispersive — short wavelengths lag — and the pulse spreads and ripples; as NN grows the chain’s behaviour approaches the smooth continuum solution (the dashed reference). The continuum wave equation is the long-wavelength limit of the discrete chain beneath it.

The master equation of continuum mechanics

The same logic runs in three dimensions and for any internal force law. A material element of volume dVdV has mass ρdV\rho\,dV; the net force on it from its neighbours is the divergence of the stress tensor σ\boldsymbol\sigma — the surface forces on its faces — times dVdV. Newton’s second law per unit volume is then

ρDuDt  =  σ,\rho\,\frac{D\mathbf u}{Dt} \;=\; \nabla\cdot\boldsymbol\sigma,

with D/DtD/Dt the rate of change following the material. This is the master equation of continuum mechanics. What distinguishes one continuum from another is only the constitutive law that gives σ\boldsymbol\sigma: a pressure for an inviscid fluid, pressure plus a viscous stress for a real fluid, an elastic stress proportional to strain for a solid. The fluid mechanics and elasticity chapters are this one equation closed with two different constitutive laws.