--- title: "Navier-Cauchy equation" date: 2021-04-02 categories: - Physics - Continuum physics layout: "concept" --- The **Navier-Cauchy equation** describes **elastodynamics**: the movements inside an elastic solid in response to external forces and/or internal stresses. For a particle of the solid, whose position is given by the displacement field $\va{u}$, Newton's second law is as follows, where $\dd{m}$ and $\dd{V}$ are the particle's mass and volume, respectively: $$\begin{aligned} \va{f^*} \dd{V} = \pdvn{2}{\va{u}}{t} \dd{m} = \rho \pdvn{2}{\va{u}}{t} \dd{V} \end{aligned}$$ Where $\rho$ is the mass density, and $\va{f^*}$ is the effective force density, defined from the [Cauchy stress tensor](/know/concept/cauchy-stress-tensor/) $\hat{\sigma}$ like so, with $\va{f}$ being an external body force, e.g. from gravity: $$\begin{aligned} \va{f^*} = \va{f} + \nabla \cdot \hat{\sigma}^\top \end{aligned}$$ We can therefore write Newton's second law as follows, while switching to index notation, where $\nabla_j = \ipdv{}{x_j}$ is the partial derivative with respect to the $j$th coordinate: $$\begin{aligned} f_i + \sum_{j} \nabla_j \sigma_{ij} = \rho \pdvn{2}{u_i}{t} \end{aligned}$$ The components $\sigma_{ij}$ of the Cauchy stress tensor are given by [Hooke's law](/know/concept/hookes-law/), where $\mu$ and $\lambda$ are the Lamé coefficients, which describe the material: $$\begin{aligned} \sigma_{ij} = 2 \mu u_{ij} + \lambda \delta_{ij} \sum_{k} u_{kk} \end{aligned}$$ In turn, the components $u_{ij}$ of the [Cauchy strain tensor](/know/concept/cauchy-strain-tensor/) are defined as follows, where $u_i$ are once again the components of the displacement vector $\va{u}$: $$\begin{aligned} u_{ij} = \frac{1}{2} \big( \nabla_i u_j + \nabla_j u_i \big) \end{aligned}$$ To derive the Navier-Cauchy equation, we start by inserting Hooke's law into Newton's law: $$\begin{aligned} \rho \pdvn{2}{u_i}{t} &= f_i + 2 \mu \sum_{j} \nabla_j u_{ij} + \lambda \sum_{j} \nabla_j \bigg( \delta_{ij} \sum_{k} u_{kk} \bigg) \\ &= f_i + 2 \mu \sum_{j} \nabla_j u_{ij} + \lambda \nabla_i \sum_{j} u_{jj} \end{aligned}$$ And then into this we insert the definition of the strain components $u_{ij}$, yielding: $$\begin{aligned} \rho \pdvn{2}{u_i}{t} &= f_i + \mu \sum_{j} \nabla_j \big( \nabla_i u_j + \nabla_j u_i \big) + \lambda \nabla_i \sum_{j} \nabla_j u_{j} \end{aligned}$$ Rearranging this a bit leads us to the Navier-Cauchy equation written in index notation: $$\begin{aligned} \boxed{ \rho \pdvn{2}{u_i}{t} = f_i + \mu \sum_{j} \nabla_j^2 u_i + (\mu + \lambda) \nabla_i \sum_{j} \nabla_j u_j } \end{aligned}$$ Traditionally, it is written in vector notation instead, in which case it looks like this: $$\begin{aligned} \boxed{ \rho \pdvn{2}{\va{u}}{t} = \va{f} + \mu \nabla^2 \va{u} + (\mu + \lambda) \nabla (\nabla \cdot \va{u}) } \end{aligned}$$ A special case is the **Navier-Cauchy equilibrium equation**, where the left-hand side is just zero. That version describes **elastostatics**: the deformation of a solid at rest. ## References 1. B. Lautrup, *Physics of continuous matter: exotic and everyday phenomena in the macroscopic world*, 2nd edition, CRC Press.