Discussion of “Flexural Response of Concrete Beams Prestressed with AFRP Tendons: Numerical Investigation” by Yail J. Kim
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Composites for Construction
Volume 16, Issue 3
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References
Bischoff, P. H. (2005). “Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars.” J. Struct. Eng.JSENDH, 131(5), 752–767.
Bischoff, P. H. (2006). “Discussion of ‘Behavior of aramid fiber-reinforced polymer high strength concrete beams under bending’ by M. A. Rashid, M. A. Mansur, and P. Paramasivam.” J. Compos. Constr., 10(4), 367–368.JCCOF2
Bischoff, P. H., and Gross, S. P. (2011). “Equivalent moment of inertia based on integration of curvature.” J. Compos. Constr., 15(3), 263–273.JCCOF2
Bischoff, P. H., and Paixao, R. (2004). “Tension stiffening and cracking of concrete reinforced with glass fiber reinforced polymer (GFRP) bars.” Can. J. Civ. Eng., 31(4), 579–588.CJCEB8
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© 2012. American Society of Civil Engineers.
History
Received: Apr 23, 2011
Accepted: Jun 14, 2011
Published online: May 15, 2012
Published in print: Jun 1, 2012
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Professor, Dept. of Civil Engineering, Univ. of New Brunswick, P.O. Box 4400, Fredericton, NB, Canada E3B 5A3. E-mail: [email protected]
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