100
MPa
50
MPa
86.6
MPa
2.89
20
0.05
34.6
%
6.93
mm
10.39
mm
100
MPa
50
MPa
86.6
MPa
2.89
20
0.05
34.6
%
6.93
mm
10.39
mm
The Hoop Stress Calculator computes the circumferential (hoop) stress in a thin-walled cylindrical vessel under internal pressure using the fundamental formula $$\sigma_h = \frac{Pr}{t}$$ where P is the internal gauge pressure, r is the inner radius, and t is the wall thickness. The calculator also determines the axial stress $$\sigma_a = \frac{Pr}{2t}$$ and the von Mises equivalent stress for yield assessment.
Hoop stress is the dominant stress in any pressurized cylinder — pipes, tanks, boilers, fuselages — and is always twice the axial stress. This relationship explains why pressurized cylinders fail by longitudinal splitting: the hoop stress reaches the material's failure limit first. Understanding hoop stress is fundamental to the design of any structure that contains pressurized fluids or gases, from domestic water pipes to aerospace fuel tanks.
Consider a thin-walled cylinder of inner radius r and wall thickness t subjected to internal pressure P. Cutting the cylinder along a diametral plane and applying equilibrium gives the hoop stress:
$$\sigma_h = \frac{Pr}{t}$$
Similarly, cutting perpendicular to the axis and balancing forces gives the axial stress:
$$\sigma_a = \frac{Pr}{2t}$$
These are the two principal in-plane stresses. The third principal stress (radial) is approximately zero for thin walls. The von Mises equivalent stress for this biaxial state simplifies to:
$$\sigma_{VM} = \sqrt{\sigma_h^2 - \sigma_h \sigma_a + \sigma_a^2} = \frac{Pr}{t}\frac{\sqrt{3}}{2}$$
The safety factor is computed as the ratio of yield strength to von Mises stress: $$SF = \frac{\sigma_y}{\sigma_{VM}}$$
For design purposes, the minimum wall thickness to achieve a target safety factor of 3 is calculated by setting $$\sigma_{VM} = \sigma_y / 3$$ and solving for t:
$$t_{min} = \frac{Pr\sqrt{3}}{2(\sigma_y/3)} = \frac{3Pr\sqrt{3}}{2\sigma_y}$$
The thin-wall assumption is valid when r/t > 10. For thicker walls, the stress varies significantly through the thickness, and the Lamé equations must be used. The calculator displays the r/t ratio so you can verify the thin-wall assumption holds.
In practice, additional factors affect the required thickness: corrosion allowance (typically 1-3 mm), weld joint efficiency (0.7-1.0), manufacturing tolerances, and dynamic loading. Design codes like ASME BPVC account for all these factors systematically.
The hoop stress is the maximum stress in the vessel wall and the primary design parameter. The safety factor indicates the margin against yielding — values below 2 suggest the design is inadequate for most applications. The minimum thickness for SF=3 tells you the wall thickness needed for a conservative design. Check the r/t ratio: if below 10, use a thick-wall analysis for more accurate results.
Inputs
Results
A 600mm diameter steel water main at 1 MPa has a hoop stress of 37.5 MPa with a generous safety factor of 7.7. The minimum thickness at SF=3 is only 3.1 mm — the 8 mm wall provides ample margin for corrosion.
Inputs
Results
A CNG cylinder at 20 MPa (200 bar) with AISI 4130 steel (σ_y = 700 MPa) has a safety factor of 3.23 — acceptable for high-pressure service per DOT standards.
Hoop stress is the circumferential stress in a cylindrical or spherical vessel caused by internal pressure. It acts tangentially around the circumference and is calculated as $$\sigma_h = Pr/t$$ for thin-walled cylinders. It is called "hoop" stress by analogy with the tension in a barrel hoop holding staves together.
Hoop stress is always twice the axial stress in a cylinder (σ_h = 2σ_a), making it the maximum principal stress. This means the vessel will always fail in the hoop direction first — by splitting along a longitudinal line. This is why sausage casings and overinflated balloons burst with lengthwise tears.
Common design safety factors are 3-4 for static pressure vessels (ASME BPVC uses 3.5 on UTS for Div. 1), 4-5 for vessels with fatigue cycling, and higher for hazardous contents. The required safety factor depends on consequences of failure, inspection frequency, and load uncertainty.
Corrosion reduces wall thickness over time, increasing hoop stress proportionally since σ_h = Pr/t. A 20% loss of wall thickness increases hoop stress by 25%. Design engineers add a corrosion allowance (typically 1-3 mm) to the minimum calculated thickness to account for material loss over the vessel's service life.
Not directly. For a thin-walled sphere under internal pressure, the stress is uniform in all tangential directions: $$\sigma = Pr/(2t)$$ — exactly half the hoop stress in a cylinder of the same dimensions. This is why spherical vessels are structurally more efficient than cylindrical ones.
When r/t < 10, the thin-wall approximation becomes inaccurate (error exceeds 5%). The stress varies significantly from inner to outer surface, and the Lamé thick-wall equations must be used. The inner surface always has the highest stress, which can be 10-20% higher than the thin-wall estimate.
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The Roboculator Team explains calculations, planning tools, and practical formulas in clear language for real-life situations.
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