Collapse of Square PSC Slabs with Corner Restraint

Three simply-supported 1.5 m (60 in.) square, 60 mm (2.4 in.) thick under-reinforced prestressed concrete slabs, with corners held down, have been tested to failure under centrally applied concentrated loading. Prestressing was applied eccentrically in both directions by straight bonded 7 mm (0.24 i...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 1985-02, Vol.111 (2), p.307-327
Hauptverfasser:	Perry, Simon H, Okafor, Hilary O
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Building structure Buildings. Public works Construction (buildings and works) Exact sciences and technology Reinforced concrete structure TECHNICAL PAPERS
Online-Zugang:	Volltext
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