11. Conclusion
In a number of cases, fatigue can be decisive for the dimensions and design of the structure and/or its constructional details.
However, it should not be forgotten that it may be pointless to impose certain requirements if a simple increase in thickness, for example, costs less and satisfies the fatigue test: it's all –– a question of means.
A corollary to the service life problem is the determination of inspection times and maintenance decisions for these details. Such a problem can be tackled using reliability theory and economic maintenance optimizations. But that's another subject.
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Conclusion
Bibliography
Standards and norms
- Structural Eurocodes – Bases de calcul des structures, AFNOR - AFNOR NF EN 1990 (P06-100-1) - Mars 2003
- Execution of steel and aluminum structures – Part 2: technical requirements for the execution of steel structures, AFNOR - AFNOR NF EN 1090-2+A1 (P22-101-2) - octobre 2011
- Eurocode 1 "Actions on structures – Part 1-4: General actions – Wind actions, AFNOR - AFNOR NF EN 1991-1-4 (P06-114-1) - novembre 2005 ...
Websites
CEREMA – Centre d'études et d'expertise sur les risques, la mobilité et l'aménagement (Center for studies and expertise on risks, mobility and development)
IFSTTAR – Institut français des sciences et techniques des transports de l'aménagement et des réseaux
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