Closure to “Flexural Response of Concrete Beams Prestressed with AFRP Tendons: Numerical Investigation” by Yail J. Kim
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Volume 16, Issue 3
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References
ASCE. (1982). Finite element analysis of reinforced concrete, Reston, VA.
Barbosa, A. F., and Ribeiro, G. O. (1998). “Analysis of reinforced concrete structures using ANSYS nonlinear concrete model.” Computational mechanics, CIMNE, Barcelona, Spain.
Chansawat, K., Potisuk, T., Miller, T. H., Yim, S. C., and Kachlakev, D. I. (2009). “FE modes for GFRP and CFRP strengthening of reinforced concrete beams.” Adv. Civ. Eng.,.
Dolan, C. W. (1999). “FRP prestressing in the USA.” Concr. Int., 21(10), 21–24.CNCIEH
Dolan, C. W., and Swanson, D. (2002). “Development of flexural capacity of a FRP prestressed beam with vertically distributed tendons.” Composites, Part BCPBEFF, 33, 1–6.
Ibrahim, A. M., and Mahmood, M. S. (2009). “Finite element modeling of reinforced concrete beams strengthened with FRP laminates.” Eur. J. Sci. Res., 30(4), 526–541.
Lees, J. M. (2001). “Fibre-reinforced polymers in reinforced and prestressed concrete applications: Moving forward.” Prog. Struct. Eng. Mater., 3, 122–131.
Lees, J. M., and Burgoyne, C. J. (1996). “The use of aramid fibre reinforced plastics as prestressing tendons for concrete.” FIP Symp. on Post-Tensioned Concrete Structures, EPFL, Lausanne, Switzerland, 607–614.
Lees, J. M., and Burgoyne, C. J. (1999). “Experimental study of influence of bond on flexural behavior of concrete beams pretensioned with aramid fiber reinforced plastics.” ACI Struct. J., 96(3), 377–385.ASTJEG
Nanni, A., and Tanigaki, M. (1992). “Pretensioned prestressed concrete members with bonded fiber reinforced plastic tendons: Development and flexural bond lengths (static).” ACI Struct. J., 89(4), 433–441.ASTJEG
Saafi, M., and Toutanji, H. (1998). “Flexural capacity of prestressed concrete beams reinforced with aramid fiber reinforced polymer (AFRP) rectangular tendons.” Constr. Build. Mater.CBUMEZ, 12, 245–249
Sen, R., Shahawy, M., Rosas, J., and Sukumar, S. (1999). “Durability of aramid fiber reinforced plastic pretensioned elements under tidal/thermal cycles.” ACI Struct. J., 96(1), 95–104.ASTJEG
Vogel, H., and Svecova, D. (2008). “Effective moment of inertia for concrete beams reinforced with fiber reinforced polymer (FRP).” 5th Int. Conf. on Advanced Composite Materials in Bridges and Structures (CD-ROM), Canadian Society for Civil Engineering, Ottawa, ON, Canada.
Youakim, S. A., and Karbhari, V. M. (2007). “An approach to determine long-term behavior of concrete members prestressed with FRP tendons.” Constr. Build. Mater.CBUMEZ, 21, 1052–1060.
Zhang, B., Benmokrane, B., and Chennouf, A. (2000). “Prediction of tensile capacity of bond anchorages for FRP tendons.” J. Compos. Constr.JCCOF2, 4(2), 39–47.
Zhao, W., Pilakoutas, K., and Waldron, P. (1997). “FRP reinforced concrete: Calculations for deflections.” 3rd Int. Symp. Non-metallic (FRP) Reinforcement for Concrete Structure, Vol. 2, Japan Concrete Institute, Sapporo, Japan, 511–518.
Zou, P. X. W. (2003). “Theoretical study on short-term and long-term deflections of fiber reinforced polymer prestressed concrete beams.” J. Compos. Constr.JCCOF2, 7(4), 285–291.
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Published In
Journal of Composites for Construction
Volume 16 • Issue 3 • June 2012
Pages: 356 - 358
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Nov 28, 2011
Accepted: Jan 31, 2012
Published online: May 15, 2012
Published in print: Jun 1, 2012
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