TECHNICAL NOTES
Jan 1, 2001
Shear Carried by Transverse Reinforcement in Circular RC Elements
Publication: Journal of Structural Engineering
Volume 127, Issue 1
Abstract
The validity range of an integral averaging computation of the shear capacity that is carried by transverse reinforcement in circular RC elements is examined. A discrete computation of the shear capacity, which is based on a truss mechanism model, is presented. It is compared to the integral averaging computation proposed by Ang and his coworkers, and is based on the same model. The comparison shows that for relatively low values (less than 4) of the ratio between the circular reinforcement's diameter and its pitch, the integral computation yields results that are 10% to more than 50% nonconservative.
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References
1.
American Concrete Institute (ACI). ( 1999). “Building code requirements for structural concrete.” ACI 318-99 and ACI 318R-99 Commentary, Farmington Hills, Mich.
2.
Ang, B. G., Priestley, M. J. N., and Paulay, T. ( 1989). “Seismic shear strength of circular reinforced concrete.” ACI Struct. J., 86(1), 45–59.
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Received: Jan 31, 2000
Published online: Jan 1, 2001
Published in print: Jan 2001
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A. N. Dancygier
Member, ASCE
Sr. Lect., Dept. of Civ. Engrg., Div. of Struct., Technion–Israel Inst. of Technol., Technion City, Haifa 32000, Israel.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.