stress = F / A
Stress equals force divided by area.
Internal restoring force per unit cross-sectional area.
- F
- internal restoring force (N)
- A
- cross-sectional area (m^2)
Use when — A deforming force acts on a defined cross-sectional area within the elastic limit.
Common trap — Using the externally applied force without confirming it equals the internal restoring force in equilibrium.
strain = ΔL / L
Longitudinal strain equals change in length divided by original length.
Fractional change in length of a stretched or compressed rod or wire.
- ΔL
- change in length (m)
- L
- original length (m)
Use when — The deformation is along one dimension, such as a stretched wire.
Common trap — Using the final length instead of the original length in the denominator.
strain_v = ΔV / V
Volume strain equals change in volume divided by original volume.
Fractional change in volume under uniform pressure.
- ΔV
- change in volume (m^3)
- V
- original volume (m^3)
Use when — A body is under uniform pressure from all sides.
Common trap — Applying volume strain to a deformation that only changes shape, not volume.
strain_s = tan(theta) ≈ theta
Shear strain equals the tangent of the shear angle, approximately the angle itself for small angles.
Angular deformation produced by a tangential force, for small angles.
- theta
- angle of shear deformation (rad)
Use when — A tangential stress changes the shape of a block without changing its volume, and the angle is small.
Common trap — Treating shear strain as a length ratio instead of an angle.
stress = k × strain
Stress equals a constant times strain, within the proportional limit.
Stress is directly proportional to strain within the proportional limit.
- k
- constant of proportionality (a modulus) (same as stress)
Use when — The deformation is within the proportional (linear) part of the elastic region.
Common trap — Extending the linear relation beyond the elastic limit shown on the stress-strain curve.
Y = (F / A) / (ΔL / L)
Young's modulus equals longitudinal stress divided by longitudinal strain.
Ratio of longitudinal stress to longitudinal strain for a stretched or compressed rod or wire.
- Y
- Young's modulus (N/m^2)
Use when — The deformation is along the length of a rod or wire, within the elastic limit.
Common trap — Using Young's modulus for a volume or shape change instead of Young's, bulk or shear as appropriate.
B = -ΔP / (ΔV / V)
Bulk modulus equals negative pressure change divided by fractional volume change.
Ratio of pressure change to fractional volume change, for uniform compression or expansion.
- B
- bulk modulus (N/m^2)
- ΔP
- change in pressure (N/m^2)
Use when — A body is under uniform pressure from all sides and only its volume changes.
Common trap — Dropping the negative sign convention that reflects volume decreasing as pressure increases.
G = (F / A) / theta
Shear modulus equals shear stress divided by shear strain.
Ratio of tangential (shear) stress to shear strain.
- G
- shear modulus (modulus of rigidity) (N/m^2)
Use when — A tangential force deforms the shape of a body without changing its volume, within the elastic limit.
Common trap — Confusing shear modulus with Young's modulus when the loading is tangential, not longitudinal.
k = 1 / B
Compressibility equals one divided by bulk modulus.
Compressibility is the reciprocal of bulk modulus.
- k
- compressibility (m^2/N)
Use when — Bulk modulus is known and the ease of volume change under pressure is asked for.
Common trap — Reporting compressibility with the same numerical value as bulk modulus instead of inverting it.
sigma_p = -(lateral strain) / (longitudinal strain)
Poisson's ratio equals negative lateral strain divided by longitudinal strain.
Ratio comparing sideways contraction strain to lengthwise extension strain.
- sigma_p
- Poisson's ratio (dimensionless)
Use when — Both lateral and longitudinal strains are given or asked for, within the elastic limit.
Common trap — Dropping the sign convention that keeps Poisson's ratio positive for materials that contract sideways while stretched.
U = (1/2) × F × ΔL
Elastic potential energy equals one half times force times extension, for gradual loading.
Elastic potential energy stored in a wire stretched gradually within the elastic limit.
- U
- elastic potential energy (J)
Use when — A wire or rod is stretched gradually (not suddenly) and stays within the elastic limit.
Common trap — Using the final force F over the full extension instead of the average force during gradual loading.
u = (1/2) × stress × strain
Elastic energy per unit volume equals one half times stress times strain.
Elastic potential energy stored per unit volume of a stretched wire.
- u
- elastic energy per unit volume (J/m^3)
Use when — Volume of the stretched material is known and energy density is required instead of total energy.
Common trap — Mixing stress and strain from different loading stages instead of the final elastic-limit values.
stress_thermal = Y × alpha × ΔT
Thermal stress equals Young's modulus times the coefficient of linear expansion times the temperature change.
Internal stress developed in a rigidly constrained rod when its free thermal expansion is prevented.
- alpha
- coefficient of linear thermal expansion (1/K)
- ΔT
- change in temperature (K)
Use when — Both ends of a rod are rigidly fixed so the rod cannot expand or contract with a temperature change.
Common trap — Applying this formula when the rod is free to expand, where no thermal stress develops.