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Continuum Mechanics and Constitutive Modeling

Manual: General · Subject: Engineering

Formulate stress, strain, and material response using tensor calculus and constitutive laws for solids and fluids.

Stress, Strain, and Balance Laws

Kinematics of Deformation

In continuum mechanics, motion is described by a mapping from material coordinates to spatial coordinates. Small-strain theory uses the strain tensor ε=12(∇u+∇uT),\varepsilon = \frac{1}{2}(\nabla u + \nabla u^T), where uu is the displacement field. For large deformation, one uses finite-strain measures such as the deformation gradient FF and Green–Lagrange strain.

Equilibrium and Momentum Balance

The local balance of linear momentum is ρu¨=∇⋅σ+b,\rho \ddot{u} = \nabla \cdot \sigma + b, where σ\sigma is the Cauchy stress tensor and bb is body force per unit volume. In static equilibrium, this reduces to ∇⋅σ+b=0.\nabla \cdot \sigma + b = 0. The symmetry of σ\sigma follows from angular momentum balance under standard assumptions.

What is the small-strain tensor for a displacement field uu?

Write the local linear momentum balance for a continuum.

Constitutive Laws

Material Closure

Field equations are not enough; a constitutive law closes the system. For isotropic linear elasticity, σ=λ tr(ε)I+2με,\sigma = \lambda \, \text{tr}(\varepsilon) I + 2\mu \varepsilon, where λ\lambda and μ\mu are Lamé parameters. For Newtonian fluids, τ=2μD,\tau = 2\mu D, where DD is the symmetric velocity gradient. More advanced models include viscoelasticity, plasticity, hyperelasticity, and anisotropy.

Selected Constitutive Models

Material classState variablesTypical law
Linear elastic solidε\varepsilonσ=λtr(ε)I+2με\sigma = \lambda \text{tr}(\varepsilon)I + 2\mu\varepsilon
Newtonian fluidDDτ=2μD\tau = 2\mu D
Kelvin-Voigt solidε,ε˙\varepsilon, \dot{\varepsilon}Stress includes elastic and viscous terms
Plastic solidεp\varepsilon^pYield-based flow rule

Why is a constitutive law required in continuum mechanics?

What property of the Cauchy stress tensor follows from angular momentum balance in standard continua?

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Model Validity

Linear elasticity and Newtonian viscosity are local approximations; they can fail for large strain, strain-rate dependence, damage, microstructure, or nonlocal effects.