6. Conclusion and outlook
When studying the behavior of a structure subjected to an explosion, we need to take into account not only the transient nature of this type of loading, but also its low probability of occurrence over the lifetime of the structure. Indeed, a design based on the usual calculation rules not adapted to this specific problem will either result in an oversized structure due to the excessive conservatism introduced by the calculation rules in the best of cases, or in a poorly designed structure if the dynamic effects associated with the explosion have not been properly taken into account.
Faced with this potential risk, a variety of methods have been developed to enable engineers to properly study, within a reasonable timeframe, the response of structures to this type of accidental phenomenon. Depending on the complexity of the project and the associated stakes, different...
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Conclusion and outlook
Bibliography
Websites
ARIA – Technological accident database. French Ministry of Ecology, Energy, Sustainable Development and Town and Country Planning (MEEDDAT) http://www.aria.developpement-durable.gouv/
ANSYS http://www.ansys.com
LSDYNA 3D...
Standards and norms
- AFNOR EUROCODE 1: Actions on structures. Part 1-7: General actions – Accidental actions - NF EN 1991-1-7 - 02-02
- AFNOR EUROCODE 8 : Calcul des structures pour leur résistance aux séismes. Partie 3 : Évaluation et renforcement des bâtiments - NF EN 1998-3 - 12-05
- AFNOR EUROCODE 2 : Calcul des structures en béton. Partie 3 : Silos et réservoirs - NF EN 1992-3 - 12-06
- AFNOR EUROCODE 2 : Calcul des...
Regulations
Arrêté du 29 septembre 2005 relatif à " l'évaluation et à la prise en compte de la probabilité d'occurrence, de la cinétique, de l'intensité des effets et de la gravité des conséquences des accidents potentiels dans les études de dangers des installations classées soumise à autorisation " JO n° 234 du 7 Octobre 2005 – NOR DEVP0540371A.
Guide technique relatif aux valeurs de référence de seuils d'effets...
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