Thermal stress is the internal stress developed in a material when its thermal expansion or contraction is restrained by external constraints or non-uniform temperature distribution. It arises because materials naturally expand when heated and contract when cooled, and any restriction to this dimensional change generates internal forces. Thermal stresses are critical in the design of pipelines, bridges, engine components, and structural elements exposed to temperature fluctuations.
sigma_T = E * alpha * Delta_T
LaTeX: \sigma_T = E \alpha \Delta T
| Symbol | Meaning | Unit |
|---|---|---|
| \sigma_T | Thermal stress | Pa (Pascal) |
| E | Young's modulus of elasticity | Pa |
| \alpha | Coefficient of linear thermal expansion | /°C or /K |
| \Delta T | Change in temperature | °C or K |
Problem
A steel rod (E = 200 GPa, α = 12 × 10⁻⁶ /°C) is rigidly fixed at both ends. If the temperature rises by 80°C, find the thermal stress developed in the rod.
Solution
Step 1: Identify given values. E = 200 × 10⁹ Pa, α = 12 × 10⁻⁶ /°C, ΔT = 80°C. Step 2: Apply the thermal stress formula. σ_T = E × α × ΔT σ_T = 200 × 10⁹ × 12 × 10⁻⁶ × 80 Step 3: Calculate. σ_T = 200 × 10⁹ × 9.6 × 10⁻⁴ σ_T = 192 × 10⁶ Pa
Answer
Thermal stress = 192 MPa (compressive)
| Material | E (GPa) | α (×10⁻⁶ /°C) | Thermal Stress per 100°C (MPa) | Application |
|---|---|---|---|---|
| Structural Steel | 200 | 12 | 240 | Bridges, buildings |
| Aluminium | 70 | 23 | 161 | Aircraft, automotive |
| Copper | 120 | 17 | 204 | Electrical wiring, pipes |
| Concrete | 30 | 10 | 30 | Pavements, dams |
| Glass | 70 | 9 | 63 | Windows, optical devices |
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From Greek "therme" (heat) and Latin "strictus" (drawn tight, from "stringere"). The concept was formally analysed by French engineer Henri Navier and British physicist George Gabriel Stokes in the early 19th century as part of the theory of elasticity.