طول وصله در تیرهای بتنی مسلح به آرماتورهای پلیمری الیافی (FRP)

[1]        Harajli, M., Abouniaj, M., "Bond Performance of GFRP Bars in Tension: Experimental Evaluation and Assessment of ACI 440 Guidelines", Journal of Composites for Construction, 2010, 14 (6), 659-668.

[2]        Tighiouart, B., Benmokrane, B., Mukhopadhyaya, P., "Bond Srength of Glass FRP Rebar Splices in Beams under Static Loading", Construction and Building Materials, 1999, 13, 383-392.

[3]        Newman, N., Ayoub, A., "Development Length of Straight FRP Composite Bars Embedded in Concrete", Journal of Reinforced Plastic and Composite, 2010, 29 (4), 571-589.

[4]        American Concrete Institute Committee 408, "Bond and Development of Straight Reinforcing Bars in Tension", ACI 408R-03, Farmington Hills, Mich., 2003.

[5]        CAN/CSA S806-02, "Design and Construction of Building Components with Fiber Reinforced Polymers", Canadian Standards Association, Rexdale, Ontario, Canada, 2002.

[6]        American Concrete Institute (ACI), "Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars", ACI 440.1R-06, Farmington Hills, Mich., 2006.

[7]        Darwin, D., Idun, E. K., Zuo, J., Tholen, M. L., "Reliability-Based Strength Reduction Factor for Bond", ACI Structural Journal, 1998, 95 (4), 434-443.

[8]        Aly, R., Benmokrane, B., Ebead, U., "Tensile Lap Splicing of Fibre-Reinforced Polymer Reinforcing bars in Concrete", ACI Structural Journal, 2006, 103 (6), 857-864.

[9]        Tepfers, R., "A Theory of Bond Applied to Overlapping Tensile Reinforcement Splices for Deformed Bars", Publication 73:2, Division of Concrete Structures, Chalmers University of Technology, Goteborg, Sweden, 1973.

[10]     Esfahani, M. R., Rangan, B. V., "Local Bond Strength of Reinforcing Bars in Normal Strength and High-Strength Concrete", ACI Structural Journal, 1998, 95 (2), 96-105.

[11]     Esfahani, M. R., Kianoush, M. R., Lachemi, M., "Bond Strength of Glass Fiber Reinforced Polymer Reinforcing Bars in Normal and Self-Consolidating Concrete", Canadian Journal of Civil Engineering, 2005, 32, 553-560.

[12]     Tepfers, R., Karlsson, M., "Pull-out and Tensile Reinforcement Splice Tests using FRP C-bars", FRPRCS-3, The 3^rd International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, Sapporo, 14-16 October, 1997, pp. 357-364.

[13]     Tepfers, R., Hedlund, G., Rosinski, B., "Pull-out and Tensile Reinforcement Splice Test with GFRP Bars", the 2^nd International Conference on Composites in Infrastructure, ICCI, 1998.

[14]     Esfahani, M. R., Rangan, B. V., "Bond between Normal Strength and High-Strength Concrete (HSC) and Reinforcing Bars in Splices in Beams", ACI Structural Journal, 1998, 95 (3), 272-280.

[15]     Aly, R., "Stress Along Tensile Lap-Spliced Fiber Reinforced Polymer Reinforcing Bars in Concrete", Canadian Journal of Civil Engineering, 2007, 34, 1149-1158.

[16]     Aly, R., "Experimental and Analytical Studies on Bond Behavior Of Tensile Lap Spliced FRP Reinforcing Bars in Concrete", PhD Thesis, University of Sherbrook, Canada, 2005.

[17]     Achillides, Z., Pilakoutas, K., "Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions", Journal of Composites for Construction, 2004, 8 (2), 173-81.

[18]     Hao, Q. D., Wang, Y. L., Zhang, Z. C., "Bond Strength Improvement of GFRP Rebars with Different Rib Geometries", Journal of Zhejiang University Science A, 2007, 8 (9), 1356-1365.

[19]     Lee, J., Kim, T., Yi, C., Park, J., You, Y., Park, Y., "Interfacial Bond Strength of Glass Fiber Reinforced Polymer Bars in High-Strength Concrete", Composites: Part B, 2008, 39, 258-270.

[20]     Banea, M., Torres, L., Turon, A., Barris, A., "Experimental Study of Bond Behavior between Concrete and FRP Bars Using a Pull-Out test", Composites: Part B, 2009, 40, 784-797.

[21]     F. Davalos, J., Chen, Y., Ray, I., "Effect of FRP bar Degradation on Interface Bond with High Strength Concrete", Cement and Concrete Composites, 2008, 30, 722-730.

[22]     Okelo, R., Yuan, R.,"Bond Strength of Fiber Reinforced Polymer Rebars in Normal Strength Concrete", Journal of Composites for Construction, 2005, 9 (3), 203-213.

[23]     Mosley, C. P., Tureyen, A. K., Frosch, R. J., "Bond Strength of Nonmetallic Reinforcing Bars", ACI Structural Journal, 2008, 105 (5), 634-642.

[24]     CAN/CSA-S6-00, "Canadian Highway Bridge Design Code", Canadian Standards Association, Rexdale, Ontario, Canada, 2000.

[25]     Wambeke, B., Shield, C., "Development Length of Glass Fiber Reinforced Polymer Bars in Concrete", ACI Structural Journal, 2006, 103 (1), 11-17.

[26]     Darwin, D., Tholen, M. L., Idun, E. K., Zou, J., "Splice Strength of High Relative Rib Area Reinforcing Bars", ACI Structural Journal, 1996, 93 (1), 95-107.

[27]     Quayyum, S., "Bond Behavior of Fiber Reinforced Polymer (FRP) Rebars in Concrete", BSc Thesis, Bangladesh University of Engineering and Technology, Bangladesh, 2010.

[28]     Esfahani, M. R., Kianoush, M. R., "Development/Splice Length of Reinforcing Bars", ACI Structural Journal, 2005, 102 (1), 22-30.