Bent-Cap Confining Stress Effect on Slip of Prestressing Strands

Reverse cyclic load testing was completed involving four prestressed concrete pile specimens embedded into cast-in-place (CIP) reinforced concrete bent caps. The piles used were 18 in. (457 mm) square x 18 ft (5.5 m) long and were plainly embedded into the bent cap to depths of 18, 22, and 26 in. (4...

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Veröffentlicht in:	ACI structural journal 2012-07, Vol.109 (4), p.487-487
Hauptverfasser:	ElBatanouny, Mohamed K, Ziehl, Paul H, Larosche, Aaron, Mays, Timothy, Caicedo, Juan M
Format:	Artikel
Sprache:	eng
Schlagworte:	ACI Confining Joints Load Mathematical analysis Mathematical models Piles Prestressed concrete Reinforced concrete Strands Stresses Structural engineering
Online-Zugang:	Volltext
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