This solution determines the permissible pressure for a steel cylindrical pressure vessel using the given allowable strain.
For a thin-walled cylindrical pressure vessel, the principal stresses are hoop stress ($\sigma_h$) and longitudinal stress ($\sigma_l$).
The relationship between stress and strain (generalized Hooke's law) for hoop strain ($\epsilon_h$) is:
$\epsilon_h = \frac{1}{E}(\sigma_h - \nu \sigma_l)$
Substitute the stress formulas into the hoop strain equation:
$\epsilon_h = \frac{1}{E} \left( \frac{pD}{2t} - \nu \frac{pD}{4t} \right)$
Simplify the expression:
$\epsilon_h = \frac{pD}{4Et} (2 - \nu)$
Rearrange the formula to solve for pressure ($p$):
$p = \frac{4Et\epsilon_h}{D(2 - \nu)}$
Substitute the known values into the derived formula:
$p = \frac{4 \times (210 \times 10^9 \, \text{Pa}) \times (0.015 \, \text{m}) \times (0.00034)}{(3 \, \text{m}) \times (2 - 0.3)}$
$p = \frac{4 \times 210 \times 10^9 \times 0.015 \times 0.00034}{3 \times 1.7}$
$p = \frac{4,284,000}{5.1}$ Pa
$p \approx 840,000$ Pa
Convert the pressure from Pascals (Pa) to kilopascals (kPa):
$p = \frac{840,000}{1000} \, \text{kPa}$
$p = 840.0$ kPa
The permissible pressure is 840.0 kPa.
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