Parameters
Material
α [1/K] custom value
E [Pa] Young's modulus
Initial Length L₀
1.000 m
Temperature change ΔT
100 °C
Range: −200 to +1000 °C
—
ΔL [mm]
—
Final Length [m]
—
Thermal Strain ε [×10⁻⁶]
—
Thermal Stress σ [MPa]
Theory
Linear: $\Delta L = \alpha L_0 \Delta T$, Final: $L = L_0(1 + \alpha\Delta T)$
Area: $\Delta A = 2\alpha A_0 \Delta T$, Volume: $\Delta V = 3\alpha V_0 \Delta T$
Thermal strain: $\varepsilon_{th} = \alpha\Delta T$, Constrained stress: $\sigma_{th} = E\alpha\Delta T$
Bimetallic curvature (approx.): $\rho \approx \dfrac{t}{3(\alpha_1 - \alpha_2)\Delta T}$
Engineering context: Thermal stress is critical in piping supports, bridges, rail tracks and precision machine frames. Used for hand-calculation verification in FEA thermal-structural coupled analysis. Bimetallic strips are analyzed for thermostat and circuit breaker design.