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Table 2 Stiffened shell’s geometrical tolerance from selected design codes

From: Buckling failures in curved shell structures: a comprehensive review of theory, design, and applications

Codes

Imperfection tolerance

Ring-stiffened

Stringer-stiffened

DnV [138]

-

\(\overline{w }=0.0015 {l}_{g },\)

\(\text{for} {l}_{g}={L}_{s}\)

\(\overline{w }=0.0015 {l}_{g },\)

\(\text{for} {l}_{g}={L}_{f}\)

ECCS [25]

\(\overline{u }= 0.01{l}_{r}\), \({l}_{r}=4\sqrt{r{t}_{s}}\)

\(\overline{w }=0.0015{l}_{g }, {l}_{g}=L, \text{for} \frac{{A}_{s}}{bt}\ge 0.06\)

\(\overline{w }=0.01{l}_{r }, {l}_{r}=4\sqrt{rt}, \text{for} \frac{{A}_{s}}{bt}\le 0.06\)

API [81]

\(\overline{w }=0.002{l}_{r }, {l}_{r}={L}_{r}\)

\(\overline{w }=0.002{l}_{g }, {l}_{g}={L}_{s}\)