Pressure Vessels and Piping
Thin Cylinders
Learning Objectives:
- Classify a cylindrical pressure vessel as thin or thick based on its thickness and other dimensions.
- Calculate tangential (hoop) stress and radial stress for thin cylinders.
If the thickness of the cylinder is 10% or less of inside radius, the cylinder can be considered as a thin cylinder.
In such case, the stress calculations can be simplified as:
For longitudinal (axial) stress determination, \[\pi r^2\times P_i = \sigma_a \times \pi 2r \times t\]

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For hoop stress determination, \[P_i (2r) l = 2\sigma_t \times t \times l\]
Comparing, \(\sigma_t\) = 2\(\sigma_a\)
where t = wall thickness
\(P _{i}\) = internal pressure
\(\sigma _{t}\)= tangential (hoop) stress
\(\sigma _{a}\)= axial stress
Solved Example: 93-1-12
Water is flowing in a pipe of 200 cm diameter under a pressure head of 10000 cm. The thickness of the pipe wall is 0.75 cm. The tangential stress in the pipe wall in MPa is:
A. 13
B. 100
C. 130
D. 1305
\[\mathrm{Pressure\ head} = \dfrac{P_i}{\rho g} = 10000 \times 10^{-2} = 100\ \mathrm{m}\] \begin{align*} P_i &= h \rho g\\ P_i &= 100 \times 1000 \times 9.81\\ \sigma_t &= \dfrac{P_i \cdot r}{t}\\ \sigma_t &= \dfrac{100 \times 1000 \times 9.81 \times 1}{(0.75 \times 10^{-2})}\\ \sigma_t &= 130\ \mathrm{MPa} \end{align*}
Correct Answer: C
Solved Example: 93-1-13
The volumetric strain of fluid-filled inside the thin cylinder (diameter = D) under the pressure (P) is given by [where $\mu$, t, E are Poisson ratio, thickness and modulus of elasticity respectively]
A. $\dfrac{{PD\left( {1 - 4\mu} \right)}}{{4tE}}$
B. $\dfrac{{PD\left( {5 - \mu} \right)}}{{4tE}}$
C. $\dfrac{{PD\left( {5 - 4\mu} \right)}}{{4tE}}$
D. $\dfrac{{PD\left( {1 -\mu} \right)}}{{4tE}}$
Correct Answer: C
Thick Cylinders
Learning Objectives:
- Calculate tangential (hoop) stress and radial stress for thick cylinders.
- Calculate axial stress for vessels with end caps.
For internal pressure only, the stresses at the inside wall are:
For external pressure only, the stresses at the outside wall are:
where,
\(r_{i}\) = inside radius
\(r_{o}\) = outside radius
For vessels with end caps: