[1]
G Danying, B.Brahim, Bonding mechanism and calculating method for embedded length of fiber reinforced polymer rebars in concrete, Journal of Hydraulic Engineering. (2000)
Google Scholar
[2]
Ehsani M R. Saadatmanesh H.Tao S, Design recommendation for bond of GFRP rebars to concrete, Journal of structural engineering. (1996):247-254.
DOI: 10.1061/(asce)0733-9445(1996)122:3(247)
Google Scholar
[3]
ACI Committee 440. (2003), "Guide for the design and construction of concrete reinforced with FRP bars." ACI 440.1R-03, American Concrete Institute, Farmington Hills, MI, 42
DOI: 10.1061/40753(171)158
Google Scholar
[4]
Nathan Newman, Ashraf Ayoub, Abdeldjelil Belarbi, Development Length of Straight FRP Composite Bars Embedded in Concrete, Journal of Reinforced Plastics and Composites.
DOI: 10.1177/0731684408100262
Google Scholar
[5]
Zenon Achillides, Kypros Pilakoutas, Bond behavior of fiber reinforced polymer bars under direct pullout conditions, Journal of composites for constructure.
DOI: 10.1061/(asce)1090-0268(2005)9:5(468)
Google Scholar
[6]
G Danying, B. Brahim, Influential factors of bond properties between fiber reinforced polymer (FRP) rebars and concrete, Industrial Construction. (2001).
Google Scholar
[7]
ACI Committee 440. (2006), "Guide for the design and construction of concrete reinforced with FRP bars." ACI 440.1R-06, American Concrete Institute, Farmington Hills, MI, 44
DOI: 10.14359/51700867
Google Scholar
[8]
B. Benmokrane, B. Tighiouart, O. Chaallal, Bond strength and load distribution of composite GFRP reinforcing bars in concrete, ACI materials journal, (1996), 93(3):246-253.
DOI: 10.14359/9810
Google Scholar
[9]
S. P. Tastani, S. J. Pantazopoulou, M. ASCE: Bond of GFRP bars in concrete:experimental study and analytical interpretation,Journal of composites for construction, (2006), 10(5): 381-391.
DOI: 10.1061/(asce)1090-0268(2006)10:5(381)
Google Scholar
[10]
Javier malvar L, Tensile and bond properties of GFRP reinforcing bars. ACI, (1995).
Google Scholar
[11]
B. Benmokrane, B. Zhang, K. Laoubi, B. Tighiouart, I. Lord, Mechanical and bond properties of new generation of carbon fibre reinforced polymer reinforcing bars for concrete structures. Can. J. Civ. Eng. 29:338-343 (2002).
DOI: 10.1139/l02-013
Google Scholar
[12]
Cosenza E, Manfredi G, Realfonzo R, Behavior and modeling of bond of FRP rebars to concrete, ASCE Journal of Composite Constructure (1997)
DOI: 10.1061/(asce)1090-0268(1997)1:2(40)
Google Scholar
[13]
Malvar L. J, Bond stress-slip characteristic of FRP rebar. (Report TR-2013-SHR. Nacal facilities engineering service center, port hueneme, California, 1994).
Google Scholar
[14]
M. Guadagnini, K. Pilakoutas, P. Waldron, Shear resistance of FRP RC beams: experimental study, Journal of composites for construction. (2006).
DOI: 10.1061/(asce)1090-0268(2006)10:6(464)
Google Scholar
[15]
A K. El-Sayed, Khaled Soudki, Shear design equations of concrete beam with FRP reinforcement, Journal of composites for construction. (2011)
DOI: 10.1061/(asce)cc.1943-5614.0000158
Google Scholar
[16]
A.K.M. Anwarul Islam, Effective methods of using CFRP bars in shear strengthening of concrete girders, Engineering Structures. (2009)
DOI: 10.1016/j.engstruct.2008.11.016
Google Scholar
[17]
Alsayed S H, Flexural behavior of concrete beams reinforced with GFRP bars, Cement and concrete composites. (1998)
DOI: 10.1016/s0958-9465(97)00061-9
Google Scholar
[18]
M S. Issa, I M. Metwally, S M. Elzeiny, Influence of fibers on flexural behavior and ductility of concrete beams reinforced with GFRP rebars, Engineering Structures. (2011)
DOI: 10.1016/j.engstruct.2011.02.014
Google Scholar
[19]
T. Luc R, Lambotte H, Hans-Joarchim Miesseler, Loading tests on concrete beams prestressed with glass fiber tendons, PCI Journal, (1992)
DOI: 10.15554/pcij.07011992.84.97
Google Scholar
[20]
Xue Wei-chen, Experimental studies and FEM analysis of concrete beams prestressed with new-type FRP rebars, Journal of the China railway society, (2003), (in Chinese).
Google Scholar
[21]
Zhang peng, Deny yu, Wei Shuying, Zhu Jian, Experimental study on behavior of unbonded prestressed concrete beam reinforced with carbon fiber reinforced plastics bars, Industure Construction. (2004).
Google Scholar
[22]
Robert A. Tjandra, Kiang Hwee Tan, Strengthening of RC continuous beams with external CFRP tendons. (Fifth International Conference on Fiber-Reinforced Plastics for Reinforced concrete. London, 2001)
DOI: 10.1142/9789812704863_0094
Google Scholar
[23]
Denvid Lau, Hoat Joen Pam, Experimental study of hybrid FRP reinforced concrete beams, Engineering Structures. (2010).
DOI: 10.1016/j.engstruct.2010.08.028
Google Scholar
[24]
Y XU, H Wang, R Guo, X Fan, Research on bending resistance of reinforced concrete beam strengthened with near-surface mounted FRP bar. (Electric Technology and Civil Engineering, 2011 International Conference, Lushan, 2011).
DOI: 10.1109/icetce.2011.5775435
Google Scholar