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Bond between FRP formworks and concrete-effect of surface treatments and adhesives
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 Title & Authors
Bond between FRP formworks and concrete-effect of surface treatments and adhesives
Goyal, Reema; Mukherjee, Abhijit; Goyal, Shweta;
 Abstract
FRP stay-in-place (SIP) formworks are designed as a support for casting concrete and as a tension reinforcement when concrete is cured. Bond development between SIP formwork and concrete is critical for FRP tension element to be effective. This paper reports the bond strength between FRP formwork and concrete for different interfacial treatments. A novel experimental setup is prepared for observing the bond behaviour. Three different adhesives with varying workability have been investigated. Along with the load-deformation characteristics, bond slip and strains in the formwork have been measured. A finite element numerical simulation was conducted for the experiments to understand the underlying mechanism. The results show that the adhesive bonding has the best bond strength.
 Keywords
Fibre Reinforced Polymers (FRP);bond;adhesives;aggregate bonding;adhesive bonding;failure modes;
 Language
English
 Cited by
 References
1.
Bakis, C., Bank, L., Brown, V., Cosenza, E., Davalos, J., Lesko, J., Machida, A., Rizkalla, S. and Triantafillou, T. (2002), "Fiber-reinforced polymer composites for construction - State-of-the-art review", J. Compos. Construct., 6(2), 73-87. crossref(new window)

2.
Bank, L., Oliva, M., Bae, H.-U., Barker, J. and Yoo, S.-W. (2007), "Pultruded FRP plank as formwork and reinforcement for concrete members", Adv. Struct. Eng., 10(5), 525-535. crossref(new window)

3.
Berg, A.C., Bank, L.C., Oliva, M.G. and Russell, J.S. (2006), "Construction and cost analysis of an FRP reinforced concrete bridge deck", Construct. Build. Mater., 20(8), 515-526. crossref(new window)

4.
Boles, R., Nelson, M. and Fam, A. (2014), "Durability of bridge deck with FRP stay-in-place structural forms under freeze-thaw cycles", J. Compos. Construct., 19(4), 04014070.

5.
Brosens, K. and Van Gemert, D. (1997), "Anchoring stresses between concrete and carbon fibre reinforced laminates", Proceedings of International Conference on Composite Construction-Conventional and Innovative, Innsbruck, Austria, September.

6.
Chajes, M.J., Finch, W.W., Januszka, T.F. and Thomson, T.A. (1996), "Bond and force transfer of composite-material plates bonded to concrete", Struct. J., 93(2), 209-217.

7.
Cheng, L., Zhao, L., Karbhari, V., Hegemier, G. and Seible, F. (2005), "Assessment of a steel-free fiber reinforced polymer-composite modular bridge system", J. Struct. Eng., 131(3), 498-506. crossref(new window)

8.
Cho, K., Cho, J.-R., Chin, W.-J. and Kim, B.-S. (2006), "Bond-slip model for coarse sand coated interface between FRP and concrete from optimization technique", Comput. Struct., 84(7), 439-449. crossref(new window)

9.
Cho, J.-R., Cho, K., Park, S.Y., Kim, S.T. and Kim, B.-S. (2010), "Bond characteristics of coarse sand coated interface between stay-in-place fibre-reinforced polymer formwork and concrete based on shear and tension tests", Can. J. Civil Eng., 37(5), 706-718. crossref(new window)

10.
Dieter, D.A. (2002), Experimental and Analytical Study of Concrete Bridge Decks Constructed with FRP Stay-in-Place Forms and FRP Grid Reinforcing, University of Wisconsin-Madison, Madison, WI, USA.

11.
Dieter, D., Dietsche, J., Bank, L., Oliva, M. and Russell, J. (2002), "Concrete bridge decks constructed with fiber-reinforced polymer stay-in-place forms and grid reinforcing", Transportation Research Record: J. Transport. Res. Board, 1814(26), 219-226. crossref(new window)

12.
Fam, A. and Nelson, M. (2012), "New bridge deck cast onto corrugated GFRP stay-in-place structural forms with interlocking connections", J. Compos. Construct., 16(1), 110-117. crossref(new window)

13.
Fam, A. and Rizkalla, S. (2001), "Behavior of axially loaded concrete-filled circular fiber-reinforced polymer tubes", Struct. J., 98(3), 280-289.

14.
Hall, J. and Mottram, J. (1998), "Combined FRP reinforcement and permanent formwork for concrete members", J. Compos. Construct., 2(2), 78-86. crossref(new window)

15.
He, J., Liu, Y., Chen, A. and Dai, L. (2012), "Experimental investigation of movable hybrid GFRP and concrete bridge deck", Construct. Build. Mater., 26(1), 49-64. crossref(new window)

16.
Honickman, H.N. (2008), Pultruded GFRP Sections as Stay-in-Place Structural Open Formwork for Concrete Slabs and Girders, Queen's University Kingston, ON, Canada.

17.
Honickman, H. and Fam, A. (2009), "Investigating a structural form system for concrete girders using commercially available GFRP sheet-pile sections", J. Compos. Construct., 13(5), 455-465. crossref(new window)

18.
Hosseini, A. and Mostofinejad, D. (2014), "Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models", Int. J. Adhes. Adhes., 48, 150-158. crossref(new window)

19.
Keller, T., Schaumann, E. and Vallee, T. (2007), "Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deck", Composites Part A: Appl. Sci. Manuf., 38(3), 879-889. crossref(new window)

20.
Li, L., Shao, Y. and Wu, Z. (2010), "Durability of wet bond of hybrid laminates to cast-in-place concrete", J. Compos. Construct., 14(2), 209-216. crossref(new window)

21.
Matta, F., Nanni, A., Ringelstetter, T.E. and Bank, L.C. (2006), Rapid Construction of Concrete Bridge Deck using Prefabricated FRP Reinforcement.

22.
Mukherjee, A. and Arwikar, S.J. (2005a), "Performance of glass fiber reinforced polymer rebars in tropical environment- II.Microstructural tests", ACI Struct. J., 102(6), 816-822.

23.
Mukherjee, A. and Arwikar, S.J. (2005b), "Performance of gass fiber-reinforced polymer reinforcing bars in tropical environments - Part I: Structural scale tests", ACI Struct. J., 102(5), 745-753.

24.
Mukherjee, A. and Arwikar, S.J. (2007a), "Performance of externally bonded GFRP sheets on concrete in tropical environments.Part I: Structural scale tests", Compos. Struct., 81(1), 21-32. crossref(new window)

25.
Mukherjee, A. and Arwikar, S.J. (2007b), "Performance of externally bonded GFRP sheets on concrete in tropical environments.Part II: Microstructural tests", Compos. Struct., 81(1), 33-40. crossref(new window)

26.
Mukherjee, A. and Jain, K. (2013), "A semi-analytical model of cyclic behavior of reinforced concrete joints rehabilitated with FRP", Adv. Struct. Eng., 16(12), 2019-2034. crossref(new window)

27.
Mukherjee, A. and Joshi, M. (2005), "FRPC reinforced concrete beam-column joints under cyclic excitation", Compos. Struct., 70(2), 185-199. crossref(new window)

28.
Mukherjee, A., Boothby, T., Bakis, C., Joshi, M. and Maitra, S. (2004), "Mechanical behavior of fiberreinforced polymer-wrapped concrete columns - Complicating effects", J. Compos. Construct., 8(2), 97-103. crossref(new window)

29.
Mukherjee, A., Bagadi, S.P. and Rai, G.L. (2009), "Semianalytical modeling of concrete beams rehabilitated with externally prestressed composites", J. Compos. Construct., 13(2), 74-81. crossref(new window)

30.
Nelson, M., Eldridge, A. and Fam, A. (2013), "The effects of splices and bond on performance of bridge deck with FRP stay-in-place forms at various boundary conditions", Eng. Struct., 56, 509-516. crossref(new window)

31.
Nelson, M.S., Fam, A.Z., Busel, J.P., Bakis, C.E., Nanni, A., Bank, L.C., Henderson, M. and Hanus, J. (2014), "FRP stay-in-place structural forms for concrete bridge decks: A state-of-the-art review", Struct. J., 111(5).

32.
Reising, R., Shahrooz, B., Hunt, V., Neumann, A. and Helmicki, A. (2004), "Performance comparison of four fiber-reinforced polymer deck panels", J. Compos. Construct., 8(3), 265-274. crossref(new window)

33.
Ringelstetter, T., Bank, L., Oliva, M., Russell, J., Matta, F. and Nanni, A. (2006), "Cost-effective, structural stay-in-place formwork system of fiber - Reinforced polymer for accelerated and durable bridge deck construction", Transportation Research Record: J. Transport. Res. Board, 1976, 183-189.

34.
Shield, C., French, C. and Milde, E. (2005), "The effect of adhesive type on the bond of NSM tape to concrete", Special Publication, 230, 355-372.

35.
Teng, J. and Lam, L. (2004), "Behavior and modeling of fiber reinforced polymer-confined concrete", J. Struct. Eng., 130(11), 1713-1723. crossref(new window)

36.
Ueda, T. and Dai, J. (2005), "Interface bond between FRP sheets and concrete substrates: properties, numerical modeling and roles in member behaviour", Prog. Struct. Eng. Mater., 7(1), 27-43. crossref(new window)

37.
Wang, H. and Belarbi, A. (2005), "Flexural behavior of fiber-reinforced-concrete beams reinforced with FRP rebars", Special Publication, 230, 895-914.

38.
Wright, H.D., Evans, H.R. and Harding, P.W. (1987), "The use of profiled steel sheeting in floor construction", J. Constr. Steel Res., 7(4), 279-295. crossref(new window)

39.
Wu, Z. and Yin, J. (2003), "Fracturing behaviors of FRP-strengthened concrete structures", Eng. Fract. Mech., 70(10), 1339-1355. crossref(new window)

40.
Wu, L., Hoa, S.V. and Ton-That, M.-T. (2004), "Effects of water on the curing and properties of epoxy adhesive used for bonding FRP composite sheet to concrete", J. Appl. Polym. Sci., 92(4), 2261-2268. crossref(new window)

41.
Zhang, P., Wu, G., Zhu, H., Meng, S. and Wu, Z. (2014), "Mechanical performance of the wet-bond interface between FRP plates and cast-in-place concrete", J. Compos. Construct., 18(6), 04014016. crossref(new window)

42.
Zhang, L., Wang, W., Harries, K. and Tian, J. (2015), "Bonding behavior of wet-bonded GFRP-concrete interface", J. Compos. Construct., 19(6), 04015001. crossref(new window)