Understanding Stress in Pressure Vessels
Pressure vessels are cylindrical or spherical containers designed to contain fluids or gases at pressures differing from atmospheric conditions. Common applications include boilers, compressed gas cylinders, water storage tanks, and fire extinguishers. During manufacture, sheets are rolled, welded, or riveted—joints that introduce weak points requiring efficiency ratings.
Vessel walls experience tensile stresses in two primary directions. The circumferential or hoop stress acts tangentially around the shell's cross-section, resisting outward expansion. The longitudinal stress in cylinders acts axially along the vessel's length. A vessel is classified as thin-walled when wall thickness is less than one-tenth of its radius; beyond this, thick-wall analysis becomes necessary.
Shear stresses also develop. Maximum in-plane shear occurs at 45° to the principal stresses, whilst out-of-plane shear represents the difference between circumferential and radial stresses. Understanding these stress components prevents catastrophic failure at welded or riveted joints.
Hoop Stress and Related Stress Formulas
For a cylindrical vessel with internal pressure P, radius r (or diameter d), wall thickness t, and joint efficiency η, the primary stresses are:
Hoop stress (cylinder): σh = P × r / (t × ηt)
Longitudinal stress (cylinder): σl = P × r / (2 × t × ηc)
Hoop stress (sphere): σh = P × r / (2 × t × η)
Radial stress: σr = −P / 2
Maximum in-plane shear: τmax = P × r / (4 × t)
Maximum out-of-plane shear: τoop = P × r / (2 × t)
P— Internal pressure inside the vessel (MPa or psi)r or d— Radius or diameter of the shell (m or mm)t— Wall thickness of the shell (m or mm)η or η_c, η_t— Joint efficiency factor (0–1); separate values for circumferential and longitudinal weldsσ_h, σ_l, σ_r— Resulting hoop, longitudinal, and radial stresses (MPa or psi)
Deformation and Dimensional Change
Internal pressure causes the vessel to expand. Young's modulus E and Poisson's ratio μ govern how much the diameter, length, and volume change. For a sphere:
Change in diameter: δd = (P × d² × (1 − μ)) / (4 × t × E)
For a cylinder, both diameter and length change:
Change in diameter: δd = (P × d² × (1 − 0.5μ)) / (2 × t × E)
Change in length: δl = (P × d × L × (0.5 − μ)) / (2 × t × E)
Volume expansion follows from these diameter and length changes. High-strength steels with large Young's modulus and low Poisson's ratio minimize unwanted deformation. Designers must account for these changes to prevent leaks at flanges, valve connections, and supports. Overly flexible vessels can also suffer vibration issues under fluctuating pressure cycles.
Key Considerations When Calculating Hoop Stress
Avoid these common errors and traps when analyzing pressure vessel stresses:
- Verify the thin-wall assumption — Check that wall thickness is less than r/10 (or d/20). If not, thick-wall formulas apply instead. Using thin-wall equations on thick vessels significantly underestimates stress and gives false safety margins.
- Account for joint efficiency accurately — Riveted and welded joints are weaker than the parent material. Efficiency ranges from 0.5 to 0.95 depending on design and inspection. Many failures occur because designers assumed 1.0 efficiency or ignored different values for circumferential vs. longitudinal welds.
- Check material limits before declaring safety — Calculated hoop stress must stay below the allowable working stress for your material and temperature. Steam boilers and high-temperature vessels need temperature-derated allowable stresses. A vessel with 80 MPa hoop stress is unsafe if the material only permits 60 MPa.
- Include corrosion allowance in thickness — Specified wall thickness often includes an additional margin for corrosion. If a vessel loses 2 mm to corrosion over 20 years, the effective thickness drops, raising stress. Inspect and replace corroded sections before they exceed design limits.
Worked Example: Water Tank Hoop Stress
A spherical water storage tank has a 3 m diameter, 16.667 mm wall thickness, and is welded with 0.75 joint efficiency. Internal operating pressure is 1.5 MPa. Calculate hoop stress.
Given: d = 3 m = 3000 mm, t = 16.667 mm, P = 1.5 MPa, η = 0.75
Radius: r = 1500 mm
Hoop stress formula (sphere): σh = P × r / (2 × t × η)
Calculation: σh = (1.5 × 1500) / (2 × 16.667 × 0.75) = 2250 / 25 = 90 MPa
At 90 MPa, verify this is below the allowable stress for the tank material at operating temperature (typically 100–150 MPa for low-carbon steel). If the vessel is pressurised to 2.0 MPa instead, hoop stress rises to 120 MPa—still acceptable for most steels, but now with less safety margin.