Published by Patrick Mutisya · 14 days ago
Understand that deformation of a material is caused by tensile or compressive forces. All forces and deformations are considered in one dimension only.
\$\sigma = \frac{F}{A}\$
\$\varepsilon = \frac{\Delta L}{L_0}\$
\$E = \frac{\sigma}{\varepsilon}\$
| Quantity | Symbol | SI Unit | Typical Unit in A‑Level |
|---|---|---|---|
| Force | \$F\$ | newton (N) | kN |
| Cross‑sectional area | \$A\$ | square metre (m²) | mm² |
| Stress | \$\sigma\$ | pascal (Pa) | MPa |
| Length (original) | \$L_0\$ | metre (m) | mm |
| Extension | \$\Delta L\$ | metre (m) | mm |
| Strain | \$\varepsilon\$ | dimensionless | – (often expressed as \$10^{-3}\$ or \$10^{-6}\$) |
| Young’s Modulus | \$E\$ | pascal (Pa) | GPa |
The diagram below summarises the typical relationship between stress and strain for a ductile material under tension.
When a cylindrical rod of original length \$L_0\$ and cross‑sectional area \$A\$ is subjected to a tensile force \$F\$, the extension \$\Delta L\$ is measured. Using the definitions of stress and strain:
\$\sigma = \frac{F}{A}, \qquad \varepsilon = \frac{\Delta L}{L_0}\$
In the elastic region, the slope of the straight‑line portion of the stress–strain graph gives Young’s modulus:
\$E = \frac{\sigma}{\varepsilon} = \frac{F L_0}{A \Delta L}\$
Given:
Calculate the stress, strain, and Young’s modulus.
\$\sigma = \frac{5.0 \times 10^{3}\,\text{N}}{10 \times 10^{-6}\,\text{m}^2}=5.0 \times 10^{8}\,\text{Pa}=500\;\text{MPa}\$
\$\varepsilon = \frac{0.40 \times 10^{-3}\,\text{m}}{0.200\,\text{m}}=2.0 \times 10^{-3}\$
\$E = \frac{5.0 \times 10^{8}\,\text{Pa}}{2.0 \times 10^{-3}}=2.5 \times 10^{11}\,\text{Pa}=250\;\text{GPa}\$
The same definitions apply for compressive forces, but the sign of \$\Delta L\$ is negative (shortening). In practice, the stress–strain curve for compression is often plotted as a mirror image of the tensile curve for the elastic region.