AcademyEquilibrium and Materials

Academy

Stress and Strain

Level 1 - Physics topic page in Equilibrium and Materials.

Principle

Stress measures internal load; strain measures fractional deformation.

Notation

\(\sigma,\tau\)
normal and shear stress
\(\mathrm{Pa}\)
\(\epsilon,\gamma\)
normal and shear strain
none
\(F_{\perp},F_{\parallel}\)
normal and parallel force components
\(\mathrm{N}\)
\(A\)
loaded cross-sectional area
\(\mathrm{m^{2}}\)
\(\Delta L,L_0\)
length change and original length
\(\mathrm{m}\)
\(\Delta x,h\)
sideways shift and specimen height
\(\mathrm{m}\)

Method

Derivation 1: Normalize load by area

Stress uses the force component that acts on a chosen area, so it compares loading without depending on specimen size.

Normal stress
\[\sigma=\frac{F_{\perp}}{A}\]
Shear stress
\[\tau=\frac{F_{\parallel}}{A}\]

Derivation 2: Normalize deformation by original size

Strain compares the change in shape with the original dimension that is being distorted.

Normal strain
\[\epsilon=\frac{\Delta L}{L_0}\]
Shear strain
\[\gamma=\frac{\Delta x}{h}\]

Derivation 3: Separate geometry from material response

The stress-strain diagram shows material behavior after load and deformation have been normalized.

00.010.010.010.020100200300400deformationload responseresponselimitpeak
The curve compares normalized load with normalized deformation.

Rules

These are the compact results from the derivations above.

Normal stress
\[\sigma=\frac{F_\perp}{A}\]
Normal strain
\[\epsilon=\frac{\Delta L}{L_0}\]
Shear stress
\[\tau=\frac{F_\parallel}{A}\]
Shear strain
\[\gamma=\frac{\Delta x}{h}\]

Examples

Question
A \(2000\,\mathrm{N}\) tensile force acts on area \(4.0\times10^{-4}\,\mathrm{m^2}\). Find stress.
Answer
\[\sigma=F/A=2000/(4.0\times10^{-4})=5.0\times10^6\,\mathrm{Pa}\]

Checks

  • Stress has pressure units.
  • Strain is dimensionless.
  • Use loaded cross-sectional area.
  • Large deformation breaks small-strain models.