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  • .md

Navier-Cauchy equations

Contents

  • 24.1. Weak formulation

24. Navier-Cauchy equations#

Navier-Cauchy equations are the differential balance equation of the momentum of an elastic isotropic medium in the regime of small strain and displacement,

\[\rho_0 \partial_{tt} \vec{s} = \rho_0 \vec{g} + \nabla \cdot \symbf{\sigma} \ . \]

Stress tensor for an isotropic medium reads

\[\begin{split}\begin{aligned} \symbf{\sigma} & = 2 \mu \symbf{\varepsilon} + \lambda \, \text{tr} \left( \symbf{\varepsilon} \right) \mathbb{I} = \\ & = \left( 2 \mu \symbf{\varepsilon} - \frac{2}{3} \mu \, \text{tr}(\symbf{\varepsilon}) \mathbb{I} \right) + \left( \lambda + \frac{2}{3} \mu \right) \, \text{tr} \left( \symbf{\varepsilon} \right) \mathbb{I} \ , \end{aligned}\end{split}\]

with the small strain tensor

\[\symbf{\varepsilon} = \frac{1}{2} \left( \nabla \vec{s} + \nabla^T \vec{s} \right) \ .\]

Essential, natural and Robin boundary conditions read

\[\begin{split}\begin{aligned} & \vec{s} = \overline{\vec{s}} && \vec{r} \in S_D && \text{esserntial - Dirichlet b.c.} \\ & \hat{n} \cdot \symbf{\sigma} = \overline{\vec{t}}_n && \vec{r} \in S_N && \text{natural - Neumann b.c.} \\ & a \vec{s} + \hat{n} \cdot \symbf{\sigma} = \vec{b} && \vec{r} \in S_R && \text{Robin b.c.} \\ \end{aligned}\end{split}\]

24.1. Weak formulation#

For \(\forall \vec{w} \in \dots\)

\[\begin{split}\begin{aligned} 0 & = - \int_V \rho \vec{w} \cdot \partial_{tt} \vec{s} + \int_V \rho_0 \vec{w} \cdot \vec{g} + \int_{V} \vec{w} \cdot \nabla \cdot \symbf{\sigma} = \\ & = - \int_V \rho \vec{w} \cdot \partial_{tt} \vec{s} + \int_V \rho_0 \vec{w} \cdot \vec{g} + \int_{\partial V} \hat{n} \cdot \symbf{\sigma} \cdot \vec{w} - \int_{V} \nabla \vec{w} : \symbf{\sigma} \end{aligned}\end{split}\]

The volume integral containing the stress tensor can be written either as

\[\begin{split}\begin{aligned} \int_V \nabla \vec{w} : \symbf{\sigma} & = \int_V w_{i/j} \left[ \mu \left( s_{i/j} + s_{j/i} \right) + \lambda s_{k/k} \delta_{ij} \right] = \\ & = \int_V \mu w_{i/j} \left( s_{i/j} + s_{j/i} \right) + \int_V \lambda w_{j/j} s_{k/k} \end{aligned}\end{split}\]

or

\[\begin{split}\begin{aligned} \int_V \frac{1}{2} \left( \nabla \vec{w} + \nabla^T \vec{w} \right) : \symbf{\sigma} & = \int_V \frac{1}{2} \left( w_{i/j} + w_{j/i} \right) \left[ \mu \left( s_{i/j} + s_{j/i} \right) + \lambda s_{k/k} \delta_{ij} \right] = \\ & = \int_V \frac{\mu}{2} \left( w_{i/j} + w_{j/i} \right) \left( s_{i/j} + s_{j/i} \right) + \int_{V} \lambda w_{j/j} s_{k/k} \end{aligned}\end{split}\]

The weak formulation of the Navier-Cauchy equations reads

\[\int_V \rho_0 \vec{w} \cdot \partial_{tt} \vec{s} + \int_{V} 2 \mu \frac{\nabla \vec{w} + \nabla^T \vec{w}}{2} : \frac{\nabla \vec{s} + \nabla^T \vec{s}}{2} + \int_{V} \lambda \nabla \cdot \vec{w} \, \nabla \cdot \vec{s} + \int_{S_R} \vec{w} \cdot a \vec{s} = \int_{V} \rho_0 \vec{w} \cdot \vec{g} + \int_{S_N} \vec{w} \cdot \overline{\vec{t}}_n + \int_{S_R} \vec{w} \cdot \vec{b} \ ,\]

for \(\forall \vec{w} \in \dots\), and with \(\vec{s} = \overline{\vec{s}}\) for \(\vec{r} \in S_D\).

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23. Hyperbolic problems

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25. Navier-Stokes equations

Contents
  • 24.1. Weak formulation

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