[[1] JSCE (Japan Society of Civil Engineers). (1997). Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials, Concrete Engineering Series, N. 23, Tokyo.]Search in Google Scholar
[[2] CSA (Canadian Standard Association) S806-02. (2002). Design and Construction of Buildings Components With Fiber-Reinforced Polymers. CSA, Toronto.]Search in Google Scholar
[[3] ACI Committee 440.1R.06. (2006). Guide for the Design and Construction of Concrete Reinforced With FRP Bars. American Concrete Institute, Farmington Hills.]Search in Google Scholar
[[4] FIB. (2005), FRP Reinforcement for RC Structures, Task Group 9.3 (Fiber Reinforced Polymer), Reinforcement for ConcreteStructures. FIB, Lausanne.]Search in Google Scholar
[[5] CNR-DT.(2/03/2006). Guide for the Design and Construction of Concrete Structures Reinforced With Fiber-Reinforced Polymer Bars. Website: http://www.cnr.it, 2006.]Search in Google Scholar
[[6] Kemp, B. (2011). Concrete reinforcement and glass fiber reinforced polymer. Queensland roads edition no ii September 2011.]Search in Google Scholar
[[7] Achillides, P. (2004). Bond behavior of fiber reinforced polymer bars under direct pullout conditions. Journal of Composites for Construction. 8(2), 173-181.10.1061/(ASCE)1090-0268(2004)8:2(173)]Search in Google Scholar
[[8] Muruts, N. (1998). Laminated glass fiber reinforced plastic (GFRP) bars in concrete structures.]Search in Google Scholar