Engineering formula
Hooke's Law in Uniaxial Tension or Compression
$$σ = Eε$$
Within the linear-elastic range, normal stress is proportional to axial strain:
$$\sigma=E\varepsilon.$$
- $\sigma$ — normal stress, Pa or MPa;
- $E$ — Young's modulus, Pa or MPa;
- $\varepsilon$ — axial strain, dimensionless.
The law applies to the linear portion of the stress–strain curve while $\sigma$ and $\varepsilon$ remain proportional.