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Fuselage Longitudinal Stress⚠ unverified

Aerospace / Structures · Compute the longitudinal stress in a pressurized cylindrical fuselage

Parameters

InputSymbolUnitDefaultDescription
ppPa1.0Internal gauge pressure
rrm1.0Fuselage radius
ttm1.0Sk
OutputSymbolUnitDescription
resultσlongPaLongitudinal (axial) stress, in pascals (Pa). Returns 0.0 when ``t <= 0``

The science & history

Understanding the Parameters

Derivation (Approaching a Proof)

Cut the cylinder with a transverse plane perpendicular to its axis and take the free body of the capped end. Internal pressure acts on the full circular cross-section of area $\pi r^2$, producing an axial force

$$F_p = p\,(\pi r^2).$$

This is resisted by the longitudinal tension in the skin, which forms a thin ring of circumference $2\pi r$ and thickness $t$, i.e. area $2\pi r\,t$, carrying stress $\sigma_{long}$:

$$F_\sigma = \sigma_{long}\,(2\pi r\,t).$$

Equilibrium $F_p = F_\sigma$ gives

$$p\,\pi r^2 = \sigma_{long}\,2\pi r\,t \quad\Longrightarrow\quad \sigma_{long} = \frac{p\,r}{2 t}. \qquad\blacksquare$$

Comparing with the hoop result $\sigma_{hoop} = pr/t$ shows the 2:1 ratio: the circular end cap ($\pi r^2$) is resisted by a full ring ($2\pi r t$), whereas the longitudinal split ($2rL$) is resisted by only two edges ($2tL$) — the geometry makes the hoop direction the more highly stressed. This is the universal reason cylindrical vessels rupture along a longitudinal seam.

Dimensional check. $$\left[\frac{p\,r}{2 t}\right] = \frac{(\text{Pa})(\text{m})}{\text{m}} = \text{Pa}.\ \checkmark$$

History and Development

Related Concepts: Fuselage Hoop Stress, Thin-Wall Longitudinal Stress, Thin-Wall Hoop Stress, Spherical Vessel Stress, Burst Pressure, Pressure Vessel Design, Wing Bending Stress

Notes: Registry calculator fuselage-longitudinal-stress (unverified). Thin-wall axial stress $pr/2t$ — correct as shipped; duplicates the Mechanical Thin-Wall Longitudinal Stress. Exactly half the hoop stress ($\sigma_{hoop} = 2\sigma_{long}$). Superposes with global fuselage-bending axial stress in service. Returns $0$ if $t \le 0$. All defaults $1.0$.

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