1 |
AASHTO (2009), LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete Bridge Decks and Traffic Railings, American Association of State Highway and Transportation Officials, Washington, DC, USA.
|
2 |
ACI Committee 440 (2015), Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-15), American Concrete Institute, Farmington Hills, MI, USA.
|
3 |
ASTM D 3916 (2008), Standard Test Method for Tensile Properties of Pultruded Glass Fiber Reinforced Plastic Rods.
|
4 |
ASTM D 7913 (2014), Standard Test Method for Bond Strength of Fiber-Reinforced Polymer Matrix Composite Bars to Concrete by Pullout Testing.
|
5 |
CAN/CSA S806-12 (2012), Design and Construction of Building Structures with Fibre-Reinforced Polymers, Canadian Standards Association/National Standard of Canada, Ontario, Canada.
|
6 |
Castro, P.F. and Carino, N.J. (1998), "Tensile and nondestructive testing of FRP bars", J. Compos. Constr., 2(1), 283-298.
|
7 |
Etman, E.E.S. (2011), "Innovative hybrid reinforcement for flexural members", J. Compos. Constr., 15(1), 2-8.
DOI
|
8 |
Islam, S., Afefy, H.M., Sennah, K. and Azimi, H. (2015), "Bond characteristics of straight- and headed-end, ribbed-surface, GFRP bars embedded in high-strength concrete", Construct. Build. Mater., 83, 283-298.
DOI
|
9 |
filament, Kuraray Co. Ltd. http://www.kuraray.co.jp/.
|
10 |
Lau, D. and Pam, H.J. (2010), "Experimental study of hybrid FRP-reinforced concrete beams", Eng. Struct., 32(12), 3857-3865.
DOI
|
11 |
Mazaheripour, H., Barros, J.A., Sena-Cruz, J.M., Pepe, M. and Martinelli, E. (2013), "Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete", Compos. Struct., 95, 202-212.
DOI
|
12 |
Pecce, M., Manfredi, G., Realfonzo, R. and Cosenza, E. (2001), "Experimental and analytical evaluation of bond properties of GFRP bars", J. Mater. Civ. Eng., 13(4), 282-290.
DOI
|
13 |
Qu, W., Zhang, X. and Huang, H. (2009), "Flexural behavior of concrete beams reinforced with hybrid GFRP and steel bars", J. Compos. Constr., 13(5), 350-359.
DOI
|
14 |
Tighiouart, B., Benmokrane, B. and Gao, D. (1998), "Investigation of bond in concrete member with fibre-reinforced polymer (FRP) bars", Constr. Build. Mater., 12(8), 453-462.
DOI
|
15 |
S807-02 (2010), Specification for Fiber-Reinforced Polymers, Canadian Standard Association.
|
16 |
Seo, D.W., Park, K.T., You, Y.J. and Kim, H.Y. (2013), "Enhancement in elastic modulus of GFRP bars by material hybridization", Scientific Research:Engineering, 5(11), 865-869.
|
17 |
Tastani, S.P. and Pantazopouou, S.J. (2006), "Bond of GFRP bars in concrete: experimental study and analytical interpretation", J. Compos. Constr., 10(5), 381-391.
DOI
|
18 |
Xue, W., Zheng, Q., Yang, Y. and Fang, Z. (2014), "Bond behavior of sand-coated deformed glass fiber reinforced polymer rebars", J. Reinf. Plast. Compos., 33(10), 895-910.
DOI
|
19 |
You, Y.J., Park, Y.H., Kim, H.Y. and Park, J.S. (2007), "Hybrid effect on tensile properties of FRP rods with various material compositions", Compos. Struct., 80(1), 117-122.
DOI
|