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- W635502312 abstract "Failure to understand punching shear failure has been identified as a key factor in the partial collapse of Charles de Gaulle airport's Terminal 2E in Paris, France in 2004. Research has been conducted in the UK into punching shear as part of the development of flat slab construction by the concrete industry. The design of the cast in steel socket fixing intended to transfer loads from the external steel struts into the 300mm thick shell of Terminal 2E has been criticised. The official report of the disaster is now sub judice and the collapse site remains a crime scene, making it difficult to elucidate the precise collapse sequence. The design of the structure is outlined. The chief investigator identified cracking caused by long term concrete exacerbated by differential thermal movement between the two elements making up the curved composite wall panels and by flexing under load as contributing to the collapse. Very low temperatures the night before the collapse may have also contributed to the disaster." @default.
- W635502312 created "2016-06-24" @default.
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- W635502312 date "2005-02-24" @default.
- W635502312 modified "2023-09-25" @default.
- W635502312 title "Collapsed terminal raises punching shear questions for French" @default.
- W635502312 hasPublicationYear "2005" @default.
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