Effect of Flexural Static Load on the Strength of GFRP Gratings

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– The usage of steel in offshore deep water area contributes to the massive load of the offshore platform which will lead to the massive operational cost. Therefore, the reduction of weight of platform is the major issue that need to be tackled properly. The great improvement in strength to weight ratio compare to steel and high resistivity to corrosion makes Glass Fibre Reinforced Polymer (GFRP) grating preferable. GFRP gratings are normally made of two types of processes which are moulded and pultruded and it is usually consists of glass fibre and bonding matrixes of vinyl ester (VE), polyester (PE), or phenolic (PHE). However there is still doubt on GFRP grating application for offshore due to no consensus guidelines for the design of GFRP grating and there are many several types of GFRP grating available to be chosen. This paper presenting the study on two types of GFRP grating strength with variation of bonding matrixes under flexural static load. A total of six specimens of GFRP grating which consist of 1 each of molded vinyl ester, molded polyester, molded phenolic, pultruded vinyl ester, pultruded polyester and pultruded phenolic were tested to failure in flexure. The main parameters concerns in this study are 1) max load vs. mid-span deflection and 2) failure mode of the specimens.

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387-392

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June 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Liao, K., Schultheisz, C.R., & Hunston, D.L., Long-term environmental fatigue of pultruded glass-fiber-reinforced composites under flexural loading, International Journal of Fatigue, vol 21, pp.485-495, (1999).

DOI: 10.1016/s0142-1123(98)00088-7

Google Scholar

[2] Gu H., Behaviours of glass fibre/unsaturated polyester composites under seawater environment, Materials & Design, vol 30(4), pp.1337-1340, (2009).

DOI: 10.1016/j.matdes.2008.06.020

Google Scholar

[3] Buck, S.E., Lischer, D.W., & Nemat-Nasser, S., Mechanical and microstructural properties of notched E-glass/vinyl ester composite materials subjected to the environment and a sustained load, material science and Engineering, vol. A317, pp.128-134, (2001).

DOI: 10.1016/s0921-5093(01)01170-4

Google Scholar

[4] Carlean, T., Composite grating is right for today' offshore market, Reinforced plastics, vol. 40, pp.38-44, (1996).

DOI: 10.1016/s0034-3617(98)80225-7

Google Scholar

[5] Karbhari, V.M., Chin, J.W., Hunston, D., Benmokrane, B., Juska, T., & Morgan, R., Durability gap analysis for fiber-reinforced composites in civil infrastructure, ASCE J Composite Construction, vol. 7, pp.238-247, (2003).

DOI: 10.1061/(asce)1090-0268(2003)7:3(238)

Google Scholar

[6] Hollaway, L., Glass Reinforced plastics in construction: Engineering Aspects., Bishopbriggs, Glassgow, Surrey University Press., (1978).

Google Scholar

[7] AIMS. DeltaGrate TM HS High Strength Compression Moldedd Fiberglass Grating. Retrieved 2013 from www. aims-intl. com. AIMS Advanced Industrial & Marine Services, Inc.

Google Scholar

[8] CHINAGRATE. Fire strength Phenolic gratings guide. Retrieved 2013 from www. chinagrate. com.

Google Scholar

[9] Meng, X., & Tom, Lo., Advances in FRP moulded grating in Asia, Reinforced plastics, vol. 44, pp.46-47, (2000).

DOI: 10.1016/s0034-3617(00)89149-3

Google Scholar

[10] Ceroni, F., Cosenza, E., Gaetano, M., & Pecce, M., Durability issues of FRP rebars in reinforced concrete members, Cement and Concrete Composites, vol. 28, pp.857-868, (2006).

DOI: 10.1016/j.cemconcomp.2006.07.004

Google Scholar

[11] Mezghani, K., Long term environmental effects on physical properties of vinylester composite pipes, Polymer Testing, vol. 31, pp.76-82, (2012).

DOI: 10.1016/j.polymertesting.2011.10.001

Google Scholar

[12] Signor, A.W., VanLandingham, W., MarkR., & Chin, J. W., Effects of ultraviolet radiation exposure on vinyl ester resins: characterization of chemical, physical and mechanical damage, Polymer Degradation and Stability, vol. 79, p.359–368, (2003).

DOI: 10.1016/s0141-3910(02)00300-2

Google Scholar

[13] Mallick, P.K., Fibre reinforced composites; Materials, Manufacturing and design: 2ne ed. New York, Marcel Dekker, Inc., (1993).

Google Scholar

[14] Benmokrane, B., Chaallal, O., & Masmoudi, R., Glass fibre reinforced plastic (GFRP) rebars for concrete structures, Construction and Building Materials, vol. 9, pp.353-364, (1995).

DOI: 10.1016/0950-0618(95)00048-8

Google Scholar

[15] Teng, J. G., Chen, J. F., Smith, S. T., & Lam, L., FRP strengthend RC structures: England, Jhon Wiley &Sons, Ltd., (2002).

Google Scholar

[16] Paciornik, S.F.M.M., Martinho, F.M., De Mauricio, M.H.P., & d'Almeida, J.R.M., Analysis of the mechanical behavior and characterization of pultruded glass fiber–resin matrix composites, Composites Science and Technology, vol. 63, pp.295-304, (2003).

DOI: 10.1016/s0266-3538(02)00249-x

Google Scholar

[17] Bank, L.C., Composites for construction: Structural design with FRP materials. New Jersey John Wiley and Sons Inc., (2006).

Google Scholar