Concept:
When a rectangular prismatic member subjected to stresses (σx, σy, σz) in three mutually perpendicular axis, then the volumetric strain is given by:
\(\epsilon=\frac{dV}{V}=\left(\frac{σ_x\;+\;σ_x\;+\;σ_x}{E}\right)(1-2μ)\)
Calculation:
Given:
L × B × H = 400 mm × 400 mm × 30 mm, E = 70 GPa = 70 × 103 MPa, σyt = 80 MPa, μ = 0.33, σx = 70 MPa.
\(\epsilon=\frac{dV}{V}=\left(\frac{σ_x\;+\;σ_x\;+\;σ_x}{E}\right)(1-2μ)\)
When σy and σz is zero, then
\(\epsilon=\frac{dV}{V}=\left(\frac{σ_x\;+\;σ_x\;+\;σ_x}{E}\right)(1-2μ)\)
\(\epsilon=\frac{dV}{V}=\frac{σ_x}{E}(1-2μ)\)
\(\epsilon=\frac{dV}{V}=\frac{70}{70\;\times\;10^3}[1-(2\times0.33)]\)
\(\epsilon=\frac{dV}{V}=\frac{0.34}{1000}\)
\({dV}{}=\frac{0.34}{1000}\timesV\)
\({dV}{}=\frac{0.34}{1000}\times400\times400\times30=1632\;mm^3\)