7. Fatigue resistance
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7.1.1 Tests and curve development
The fatigue strength of a given constructive detail is established experimentally. The detail is subjected to stress range cycles, Δσ and/or Δτ, of constant amplitude. Ruin is reached after a number N of cycles.
Ruin here represents the attainment of a conventional ruin criterion: through flaw (figure
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Fatigue resistance
Bibliography
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(1) -
Recommandations pour la détermination des classes d'exécution selon la NF EN 1090-2 pour les structures en acier de bâtiment,
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Revue Construction Métallique, N° 1-2015, pp. 69-89.
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(2) -
Recommandations sur le...
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