Pressure vessel engineer inspecting a thin-walled cylindrical test vessel
01 / 09

One Vessel. Two Membrane Stresses. Which One Governs?

A pressurized cylinder stretches around its circumference and along its axis. Those two directions do not carry equal stress.

02 / 09

1. Confirm the Geometry

The closed cylinder has a 1.0 m diameter and a 10 mm wall. The wall is small relative to the radius, supporting a thin-wall model.

03 / 09

2. Put Every Length in One Unit

Use D = 1000 mm and t = 10 mm with p = 2.0 MPa. Consistent units make the resulting membrane stress emerge in MPa.

04 / 09

3. Identify Hoop Stress

Hoop stress acts around the circumference. For a thin cylindrical wall, σh = pD/(2t).

05 / 09

4. Calculate 100 MPa Around the Wall

Substitution gives σh = (2.0 × 1000)/(2 × 10) = 100 MPa. This stress tends to split the cylinder lengthwise.

06 / 09

5. Calculate Longitudinal Stress

Axial force balance gives σL = pD/(4t). For the same vessel, the longitudinal stress is 50 MPa.

07 / 09

6. Compare Before Choosing

Hoop stress is exactly twice longitudinal stress in this ideal thin cylinder: 100 MPa versus 50 MPa.

08 / 09

7. Let Hoop Stress Govern

For the same allowable stress, hoop stress controls the basic wall-thickness check. Real designs must also assess joints, openings and local loads.

09 / 09

Check the Model. Balance the Forces. Compare Both.

Confirm thin-wall assumptions, keep units consistent, calculate both membrane stresses, and use the larger hoop stress for the basic check.

Solve the Full Vessel Case