General stress–strain relationship for concrete at elevated temperatures

A general stress–strain relationship for concrete when subjected to fire is needed, as it allows designing concrete structures to specific fire-performance criteria and improves the understanding of the behaviour of these structures during fire events. Existing relationships are developed based on f...

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Veröffentlicht in:Engineering structures 2007-10, Vol.29 (10), p.2618-2634
Hauptverfasser: Youssef, M.A., Moftah, M.
Format: Artikel
Sprache:eng
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