References

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Bank, L.C., M.G. Oliva, H.U. Bae, J.W. Barker and S.W. Yoo, 2007. Pultruded FRP plank as formwork and reinforcement for concrete members. Adv. Struct. Eng., 10: 525-535.
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Cheng, L., L. Zhao, V.M. Karbhari, G.A. Hegemier and F. Seible, 2005. Assessment of a steel-free fiber reinforced polymer-composite modular bridge system. J. Struct. Eng., 131: 498-506.
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Dai, J., T. Ueda and Y. Sato, 2005. Development of the nonlinear bond stress-slip model of fiber reinforced plastics sheet-concrete interfaces with a simple method. J. Compos. Constr., 9: 52-62.
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Deskovic, N., U. Meier and T.C. Triantafillou, 1995. Innovative design of FRP combined with concrete: Long-term behavior. J. Struct. Eng., 121: 1079-1089.
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Hall, J.E. and J.T. Mottram, 1998. Combined FRP reinforcement and permanent formwork for concrete members. J. Compos. Constr., 2: 78-86.
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Nakaba, K., T. Kanakubo, T. Furuta and H. Yoshizawa, 2001. Bond behavior between fiber-reinforced polymer laminates and concrete. Struct. J., 98: 359-367.
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Taljsten, B., 1997. Defining anchor lengths of steel and CFRP plates bonded to concrete. Intl. J. Adhes. Adhes., 17: 319-327.
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Yoo, S.W. and J.S. Yoo, 2016. Simple bond stress-slip experimental model between GFRP plate and cast-in-place HPFRCC. Adv. Sci. Technol. Lett., 124: 21-25.
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