Pressure Vessel and Hoop Stress
Thin-walled cylinder and sphere stress formulae, hoop stress, longitudinal stress and pressure unit conversions.
Thin-Walled Cylinder (r/t ≥ 10)
Hoop (circumferential) stress: σ_hoop = p · r / t Longitudinal stress: σ_long = p · r / (2 · t) Maximum shear stress: τ_max = σ_hoop / 2 = p · r / (2 · t) Radial stress (inner surface): σ_rad = −p (compressive) (often neglected for thin walls)
Thin-Walled Sphere
Membrane stress (equal biaxial): σ = p · r / (2 · t) (same in all in-plane directions)
Pressure Unit Conversions
| From | To | Multiply by |
|---|---|---|
| Pa | MPa | 1 × 10⁻⁶ |
| MPa | psi | 145.038 |
| psi | MPa | 0.006895 |
| bar | MPa | 0.1 |
| bar | psi | 14.5038 |
| atm | MPa | 0.101325 |
| kPa | psi | 0.145038 |
Variables
| Symbol | Definition | Units |
|---|---|---|
| p | Internal pressure | MPa (or Pa) |
| r | Mean radius of vessel | mm (or m) |
| t | Wall thickness | mm |
| σ_hoop | Hoop (circumferential) stress | MPa |
| σ_long | Longitudinal stress | MPa |
| r/t | Radius-to-thickness ratio | — |
Notes and Limitations
- Thin-wall formulae are valid for r/t ≥ 10 — for thick walls, use Lamé equations
- The formulae assume uniform internal pressure and no end-cap effects away from discontinuities
- At nozzle connections, openings and junctions, stress concentrations occur — use detailed FEA
- External pressure buckling is a separate failure mode — not covered by these stress formulae
Related Knowledge
See the Structural Analysis Knowledge category for shell theory and pressure vessel analysis.