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A. Hosny (2007)
Bond Behavior of High Performance Reinforcing Bars for Concrete Structures
T. Hassan, H. Seliem, Hazim Dwairi, S. Rizkalla, P. Zia (2008)
Shear Behavior of Large Concrete Beams Reinforced with High-Strength SteelAci Structural Journal, 105
C. Orangun, J. Jirsa, J. Breen (1977)
THE STRENGTH OF ANCHOR BARS: A REEVALUATION OF TEST DATA ON DEVELOPMENT LENGTH AND SPLICES
J. Zuo, D. Darwin (2000)
Splice Strength of Conventional and High Relative Rib Area Bars in Normal and High-Strength ConcreteAci Structural Journal, 97
M. Esfahani, B. Rangan (1998)
LOCAL BOND STRENGTH OF REINFORCING BARS IN NORMAL STRENGTH AND HIGH-STRENGTH CONCRETE (HSC)Aci Structural Journal, 95
D. Darwin, M. Tholen, Emmanuel Idun, J. Zuo (1996)
SPLICE STRENGTH OF HIGH RELATIVE RIB AREA REINFORCING BARSAci Structural Journal, 93
(2002)
Fundamental Material Properties of MMFX Steel Rebars
This paper evaluates the bond behavior of high strength (HS), steel reinforcing bars and highlights the effect of various key parameters believed to affect the bond characteristics. Nine reinforced concrete spliced beams were constructed and tested. The beams had different splice lengths and levels of confinements. The applicability of different hypotheses for development of conventional steel bars was examined for the HS bars. The study is extended to examine the behavior of the reinforcing bars as shear reinforcement for concrete beams by testing twelve concrete beams reinforced with HS steel stirrups under static loading conditions. The main variables in the study included steel type, concrete compressive strength, web reinforcement ratio and shear span-to-depth ratio. The applicability of various building codes and standards for concrete beams with HS shear reinforcement was also evaluated.
Advances in Structural Engineering – SAGE
Published: Feb 1, 2012
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