Discussion of “Effect of Size on the Failure of Geometrically Similar Concrete Beams Strengthened in Shear with FRP Strips” by Christopher K. Y. Leung, Zhongfan Chen, Stephen Lee, Mandy Ng, Ming Xu, and Jianmao Tang
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Composites for Construction
Volume 13, Issue 4
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References
Bank, L. C. (2006). Composites for construction: Structural design with FRP materials, Wiley, New York.
Islam, M. R., Mansur, M. A., and Maalej, M. (2005). “Shear strengthening of RC deep beams using externally bonded FRP systems.” Cem. Concr. Compos., 27(3), 413–420.
Zhang, Z., and Hsu, C.-T. T. (2005). “Shear strengthening of reinforced concrete beams using carbon fiber reinforced polymer laminates.” J. Compos. Constr., 9(2), 158–169.
Zhang, Z., Hsu, C.-T. T., and Moren, J. (2004). “Shear strengthening of reinforced concrete deep beams using carbon fiber-reinforced polymer laminates.” J. Compos. Constr., 8(5), 403–414.
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© 2009 ASCE.
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Published online: Jul 15, 2009
Published in print: Aug 2009
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Prof., Dept. of Civil Engineering, PSG College of Technology, Coimbatore-641 004, Tamil Nadu, India. E-mail: [email protected]
M. Manivannan
Lecturer, Dept. of Civil Engineering, PSG College of Technology, Coimbatore-641 004, Tamil Nadu, India.
S. Eswari
Research Scholar, Dept. of Civil Engineering, PSG College of Technology, Coimbatore-641 004, Tamil Nadu, India.
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