relative slenderness ratio for buckling

A model for the relative slenderness ratio for local buckling: λ_a=√(f_yd/(ε⋅σ_el)).

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Includes 4

critical compressive stress according to theory of elasticity
cylinder segment yield stress
relative slenderness ratio for buckling
stress reduction factor

References

Det Norske Veritas and Risø, Guidelines for design of wind turbines. 2nd ed. 2002.

Contributed by

S. Sanchez Perez Moreno (TU Delft), E.R.G. Quaeghebeur (TU Delft)

Cite the database: Quaeghebeur, E., Sanchez Perez-Moreno, S., and Zaaijer, M. B.: WESgraph: a graph database for the wind farm domain, Wind Energ. Sci., 5, 259–284, 2020. doi:10.5194/wes-5-259-2020

This page: https://wesgraph.anemona.io/concept/relative-slenderness-ratio-for-buckling-model/