A pressure-containing shell whose thickness is small relative to its curvature radius, allowing a membrane-stress approximation. For a cylindrical closed-end tube, pressure force balance gives hoop stress and axial stress , with the same radius convention and neglected end disturbances.
The longitudinal membrane stress carried by a shell. A thin cylindrical tube supporting its closed-end pressure load has ; external end loading or an open end changes that balance.
The circumferential normal stress in a cylindrical or curved structure. In a thin cylindrical wall under internal pressure its membrane value is approximately . It differs from axial and through-thickness stresses.

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