The proportionality constant E between uniaxial stress and elastic strain in Hooke's regime (σ = Eε); slope of the initial linear region on a stress–strain curve for isotropic materials.

Material testing

Young's Modulus

The proportionality constant E between uniaxial stress and elastic strain in Hooke's regime (σ = Eε); slope of the initial linear region on a stress–strain curve for isotropic materials.

Formula

E = σ / ε (elastic, small strain)

In the linear elastic range, axial stress σ and elastic strain ε are related by Hooke’s law. E is extracted from the slope of the stress–strain curve using extensometry; machine compliance corrections matter at small strains.

Young’s modulus (E) characterizes stiffness in the elastic regime: how much stress is required to produce a small recoverable strain. For isotropic homogeneous solids under uniaxial tension or compression, σ = Eε holds until proportional limit or yield supersedes linearity.

E is determined from the slope of the stress–strain curve in the initial linear region. High-precision measurement requires high-resolution extensometers or non-contact strain measurement and subtraction of machine and grip compliance, which otherwise underestimate E.

For polycrystalline metals, E is relatively insensitive to microstructure compared to yield strength, but texture in rolled sheet can produce apparent directional moduli if off-axis specimens are tested. Composites and polymers exhibit viscoelasticity; “modulus” then depends on time, temperature, and strain rate.

Designers use E with second moments of area to estimate deflections, resonant frequencies, and buckling loads. It should not be confused with tangent modulus or secant modulus used beyond yield in nonlinear analysis.

Related standards

Compatible equipment

Related calculator

Compute yield strength Rp, tensile strength Rm, elongation A, and optional reduction of area Z from force and geometry inputs.

Open calculator →