σt,max = pi · (ra²+ri²)/(ra²−ri²)
Hoop stress is not constant through a thick cylinder wall: it is highest at the inner surface. This calculator uses the radial stress distribution rather than a thin-wall approximation.
Hoop stress is not constant through a thick cylinder wall: it is highest at the inner surface. This calculator uses the radial stress distribution rather than a thin-wall approximation.
Select a target and calculate.
Hoop stress is not constant through a thick cylinder wall: it is highest at the inner surface. This calculator uses the radial stress distribution rather than a thin-wall approximation.
At pi = 10 MPa, ri = 50 mm and ra = 75 mm, (ra²+ri²)/(ra²−ri²) = (5625+2500)/(5625−2500) = 2.6. The inner-wall hoop stress is therefore 26 MPa.
Long, straight, homogeneous, isotropic, linearly elastic cylinder of constant section; static internal gauge pressure and zero external gauge pressure. Only the undisturbed middle region away from end caps, openings and nozzles is considered. Not a complete pressure-equipment or strength verification.
How strongly does internal pressure pull around the inner surface of a thick tube? Stress variation through the wall matters here.
Internal pressure pi acts on the cylindrical bore. In a thick wall, circumferential tensile stress decreases from the inside outward. Lamé's solution gives its maximum at inner radius ri: σt,max = pi(ra²+ri²)/(ra²−ri²), where ra is outer radius. Hoop stress acts around the circumference; by itself it is not a complete equivalent stress.
σt,max = pi · (ra²+ri²)/(ra²−ri²)
Maximum inner hoop stress: σt,max = pi(ra²+ri²)/(ra²−ri²)Wall thickness: t = ra−riRadial stress at bore: σr(ri) = −pi| Symbol / input | Meaning |
|---|---|
| Maximum hoop stress σt,max | Circumferential tensile stress at the inner wall. Material checks also need radial and possibly axial stress, allowable stress and applicable code requirements. |
| Internal pressure pi | Gauge pressure inside relative to the pressure-free outer face for this load case, not absolute atmospheric pressure. Check operating and peak pressures separately. |
| Inner radius ri | Radius from cylinder axis to the pressurised inner surface. Divide inner diameter by two; 50 mm in the example. |
| Outer radius ra | Radius from the axis to the free outer surface. Must strictly exceed ri; wall thickness is ra−ri. |
pi is internal gauge pressure relative to the pressure-free outer face, for example the highest relevant operating pressure in MPa. ri and ra are radii, not diameters: halve drawing diameters. Wall thickness ra−ri must be positive. The example values 50 and 75 mm are arithmetic examples, not approved dimensions.
Enter internal pressure and both radii. Check the highest relevant pressure case separately. Evaluate inner-wall σt,max against allowable stress only after including radial and possibly axial stress and the applicable code checks.
For pi = 10 MPa, ri = 50 mm and ra = 75 mm, the radii factor is (75²+50²)/(75²−50²) = 8125/3125 = 2.6. Thus σt,max = 26 MPa at the bore. The thin-wall estimate pi·ri/(ra−ri) gives only 20 MPa and is unsuitable here.
Maximum circumferential tension is at the inner face. Increasing ra while holding ri fixed lowers it. As the wall becomes thin, the formula approaches the boiler approximation; a thick wall cannot be treated as uniformly stressed.
The calculation uses pascals and metres internally. MPa pressure and mm radii use the shared converter; only the ratio of squared radii enters the factor.
Early plausibility checks for thick tubes, cylinders and pressure housings; comparing wall thicknesses before full code-based design.
Homogeneous isotropic linearly elastic cylinder under static internal pressure with zero external gauge pressure, in its undisturbed middle region. End closures, holes, notches, thermal stress, fatigue, plasticity and manufacturing tolerances are excluded. Pressure equipment requires a full check against applicable rules.
Common mistake: Do not mix radii and diameters. ra must exceed ri. Hoop stress differs from radial and axial stress and cannot directly be read as an allowable pressure.
Early plausibility checks for thick tubes, cylinders and pressure housings; comparing wall thicknesses before full code-based design.
pi is internal gauge pressure relative to the pressure-free outer face, for example the highest relevant operating pressure in MPa. ri and ra are radii, not diameters: halve drawing diameters. Wall thickness ra−ri must be positive. The example values 50 and 75 mm are arithmetic examples, not approved dimensions.
Homogeneous isotropic linearly elastic cylinder under static internal pressure with zero external gauge pressure, in its undisturbed middle region. End closures, holes, notches, thermal stress, fatigue, plasticity and manufacturing tolerances are excluded. Pressure equipment requires a full check against applicable rules.