(a) Here d_{i} = 8 − 2(0.25) = 7.5 in, r_{i}= 7.5/2 = 3.75 in, and r_{o}= 8/2 = 4 in. Then t/r_{i}= 0.25/3.75 = 0.067. Since this ratio is greater than \frac {1}{20} , the theory for thin-walled vessels may not yield safe results.
We first solve Eq. (3–53) to obtain the allowable pressure. This gives
(σ_{t} )_{max} =\frac {p(d_{i} + t)}{2t} (3–53)
p =\frac {2t (σ_{t} )_{max}}{d_{i} + t} =\frac {2(0.25)(12)(10)^{3}}{7.5 + 0.25 }= 774 psi
Then, from Eq. (3–54), we find the average longitudinal stress to be
σ_{l} =\frac {pd_{i}}{4t} (3–54)
σ_{l} =\frac {pd_{i}}{4t}=\frac {774(7.5)}{4(0.25)} = 5810 psi
(b) The maximum tangential stress will occur at the inside radius, and so we use r = r_{i} in the first equation of Eq. (3–50). This gives
σ_{t} =\frac {r^{2}_{i}p_{i}}{r^{2}_{o}− r^{2}_{i}} (1 +\frac {r^{2}_{o}}{r^{2}})
σ_{r} =\frac {r^{2}_{i}p_{i}}{r^{2}_{o}− r^{2}_{i}} (1 -\frac {r^{2}_{o}}{r^{2}}) (3.50)
(σ_{t} )_{max} =\frac {r^{2}_{i} p_{i}}{r^{2}_{o} − r^{2}_{i}}(1 +\frac {r^{2}_{o}}{r^{2}_{i}})= p_{i} \frac {r^{2}_{o} + r^{2}_{i}}{r^{2}_{o}− r^{2}_{i}}= 774 \frac {4^{2} + 3.75^{2}} {4^{2} − 3.75^{2}} = 12 000 psi
Similarly, the maximum radial stress is found, from the second equation of Eq. (3–50) to be
σ_{r} = −p_{i} = −774 psi
Equation (3–51) gives the longitudinal stress as
σ_{l} =\frac {p_{i}r^{2}_{i}}{r^{2}_{o} − r^{2}_{i}} (3-51)
σ_{l} =\frac {p_{i}r^{2}_{i}}{r^{2}_{o} − r^{2}_{i}} =\frac {774(3.75)^{2}}{4^{2} − 3.75^{2}} = 5620 psi
These three stresses, σ_{t} , σ_{r} , and σ_{l} , are principal stresses, since there is no shear on these surfaces. Note that there is no significant difference in the tangential stresses in parts (a) and (b), and so the thin-wall theory can be considered satisfactory.