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Table 1 Shell geometrical tolerance from selected design codes

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

Codes

Imperfection tolerance

DnV [138]

\({w}_{o}=\frac{0.05 {l}_{r}}{1+\frac{{l}_{r}}{r}}, {l}_{r}=4\sqrt{rt}\)

ECCS [25]

\({w}_{o}=0.01 {l}_{r}, {l}_{r}=4\sqrt{rt}\)

API [81]

\({w}_{o}=0.01{ l}_{r}, {l}_{r}=4\sqrt{rt}\)

Eurocode 3 and Eurocode 9 [86, 87]

\({w}_{o}={U}_{\text{rmax}}{l}_{g\theta , x}, { l}_{g\theta ,\text{ circumferential}}=2.3({l}^{2}rt{)}^{0.25}\) \(or{ l}_{\text{gx},\text{ axial compression}}=4\sqrt{rt}\)