Discussion of “Comparison of Roles of FRP Sheets, Stirrups, and Steel Fibers in Confining Bond Critical Regions” by Bilal S. Hamad and Ahmad A. Rteil
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Composites for Construction
Volume 11, Issue 5
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References
Azizinamini, A., Pavel, R., Hatfield, E., and Ghosh, S. (1999). “Behavior of lap-spliced reinforcing bars embedded in high strength concrete.” ACI Struct. J., 96(5), 826–835.
Azizinamini, A., Stark, M., Roller, J., and Ghosh, S. (1993). “Bond performance of reinforcing bars embedded in high strength concrete.” ACI Struct. J., 90(5), 554–561.
Hamad, B. S., and Najjar, S. S. (2002). “Evaluation of the role of transverse reinforcement in confining tension lap splices in high strength concrete.” Mater. Struct., 35, 219–228.
Sener, S., and Bazant, Z. P. (1999). “Size effect on failure of bond splices of steel bars in concrete beams.” J. Struct. Eng., 125(6), 653–660.
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Journal of Composites for Construction
Volume 11 • Issue 5 • October 2007
Pages: 553
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© 2007 ASCE.
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Published online: Oct 1, 2007
Published in print: Oct 2007
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Note. Associate Editor:
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Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600 036. India. E-mail: [email protected]
G. Appa Rao
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai-600 036, India. E-mail: [email protected]
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