Discussion of “Simplified Shear Design of Slender Reinforced Concrete Beams with Stirrups” by Zhi-Qi He, Zhao Liu, and Zhongguo John Ma
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 142, Issue 11
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References
AASHTO. (2014). “LRFD bridge design specifications.” Washington, DC.
Collins, M. P., Bentz, E. C., Sherwood, E. G., and Xie, L. (2008). “An adequate theory for the shear strength of reinforced concrete structures.” Mag. Concr. Res., 60(9), 635–650.
Collins, M. P., Mitchell, D., Adebar, P., and Vecchio, F. J. (1996). “A general shear design method.” ACI Struct. J., 93(1), 36–60.
Denis, M., and Collins, M. P. (2013). “Revision of strut-and-tie provisions in the AASHTO LRFD bridge design specifications.”, MDC Research, Dorion, QC, Canada, 80.
Hoang, L. C., and Nielsen, M. P. (1998). “Plasticity approach to shear design.” Cem. Concr. Comp., 20(6), 437–453.
Lee, J. Y., and Hwang, H. B. (2010). “Maximum shear reinforcement of reinforced concrete beams.” ACI Struct. J., 107(5), 580–588.
Reineck, K. H., Bentz, E., Fitik, B., Kuchma, D. A., and Bayrak, O. (2014). “ACI-DAfStb databases for shear tests on slender reinforced concrete beams with stirrups.” ACI Struct. J., 111(5), 1147–1156.
Walraven, J., Belletti, B., and Esposito, R. (2013). “Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. I: Experimental results versus analytical model results.” J. Struct. Eng., 1593–1599.
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© 2016 American Society of Civil Engineers.
History
Received: Jan 7, 2016
Accepted: May 3, 2016
Published online: Aug 1, 2016
Published in print: Nov 1, 2016
Discussion open until: Jan 1, 2017
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