DOI QR코드

DOI QR Code

Behavior of FRP bonded to steel under freeze thaw cycles

  • 투고 : 2011.10.10
  • 심사 : 2012.11.13
  • 발행 : 2013.01.25

초록

Fiber reinforced polymers (FRP) materials are increasingly being used for strengthening and repair of steel structures. An issue that concerns engineers in steel members which are retrofitted with FRP is stress experienced due to temperature changes. The changing temperature affects the interface bond between the FRP and Steel. This research focused on the effects of cyclical thermal loadings on the interface properties of FRP bounded to steel members. Over fifty tests were conducted to investigate the thermal effects on bonding between FRP and steel, which were cycled from temperature of $-11^{\circ}C$ ($12^{\circ}F$) to $60^{\circ}C$ ($140^{\circ}F$) for 21-36 days. This investigation consisted of two test protocols, 1) the tensile test of epoxy resin, tack coat, FRP and FRP-steel plate, 2) tensile test of each FRP compound and FRP with steel after going through thermal cyclic loading. This investigation reveals an extensive reduction in the composite's strength.

키워드

참고문헌

  1. ACI Committee 440.2R-02 (2002), "Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures American concrete institute", Framington Hills MI.
  2. Anon (2000), "Standard test method for tensile properties of polymer-matrix composite materials", ASTM D3039-00.
  3. Anon (2010), "Standard test method for tensile properties of plastics", ASTM D638-10.
  4. Biel, A. and Carlberger, T. (2007), "Influence of temperature on cohesive parameters for adhesives", In: Sorensen, B.F., Mikelsen, L.P., Lilholt, H., Goutianos, S. and Abdul-Mahdi, F.S. (Eds.), Proceedings of 28th Riso, International Symposium on Materials Science.
  5. Carlberger, T., Biel, A. and Stigh, U. (2009), "Influence of temperature and strain rate on cohesive properties of a structural epoxy adhesive", International Journal of Fracture, 155(2), 155-66. https://doi.org/10.1007/s10704-009-9337-4
  6. Chen, M. and Das, S. (2009), "Experimental study on repair of corroded steel beam using CFRP", Steel and Composite Structures, 9(2), 103-118. https://doi.org/10.12989/scs.2009.9.2.103
  7. Deng, J., Lee, M.M.K. and Moy, S.S.J. (2004), "Stress analysis of steel beams reinforced with a bonded CFRP plate", Composites Structures, 65(2), 205-15. https://doi.org/10.1016/j.compstruct.2003.10.017
  8. Di Tommaso, A., Neubauer, U., Pantuso, A., and Rostasy, F.S. (2001), "Behavior of adhesively bonded concrete-CFRP joints as low and high temperatures", Mechanics of Composite Materials, 37(4), 327-338. https://doi.org/10.1023/A:1012392703519
  9. El-Shihy, A.M., Fawzy, H.M., Mustafa, S.A. and El-Zohairy, A.A. (2010), "Experimental and numerical analysis of composite beams strengthened by CFRP laminates in hogging moment region", Steel and Composite Structures, 10(3), 281-295. https://doi.org/10.12989/scs.2010.10.3.281
  10. Kelmar, E.L., Hordijk, D.A. and Hermes, M.C.J. (2008), "The influence of temperature on RC beams strengthened with externally bonded CFRP reinforcement", Heron, 53(3), 157-185.
  11. Leterrier Y., Mottet A., Bouquet N., Gillieron D., Dumont P., Pinyol A., Lalande L., Waller J.H. and Manson J.A.E. (2010), "Mechanical integrity of thin inorganic coatings on polymer substrates under quasi-static, thermal and fatigue loadings", Thin Solid Films, 519(5), 1729-1737. https://doi.org/10.1016/j.tsf.2010.06.003
  12. Loud, S. and Kliger, H. (2001), "Infrastructure Composites Report-2001", Composites Worldwide, Solana 28 Beach, California, p.885.
  13. Rabinovitch, O. (2004), "Fracture-mechanics failure criteria for RC beams strengthened with FRP strips - a simplified approach", Composites Structures, 64(3-4), 479-492. https://doi.org/10.1016/j.compstruct.2003.09.048
  14. Rabinovitch, O. (2007), "On thermal stresses in RC beams strengthened with externally bonded FRB strips", In: FRPRCS-8 (Fiber Reinforced Plastics for Reinforced Concrete Structures), Patras, Greece.
  15. Rabinovitch O., (2010), "Impact of thermal loads on interfacial debonding in FRP strengthened beams", International Journal of Solids and Structures, 47, 3234-3244. https://doi.org/10.1016/j.ijsolstr.2010.08.003
  16. Roberts, T.M. and Haji-Kazemi, H. (1989), "Theoretical study of the behavior of RC beams strengthened by externally bonded steel plates," Proceeding of the Institution of Civil Engineering, 87(2), 39-55.
  17. Saadatmanesh, H., Tavakkolizadeh, M., and Mostofinejad, D. (2010), "Environmental effects on mechanical properties of wet lay-up fiber-reinforced polymer", ACI Materials Journal, 107(3), 267-274.

피인용 문헌

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  2. Durability of bonded FRP-to-steel joints: Effects of moisture, de-icing salt solution, temperature and FRP type vol.119, 2017, https://doi.org/10.1016/j.compositesb.2017.03.049
  3. Dependency of cohesive laws of a structural adhesive in Mode-I and Mode-II loading on moisture, freeze-thaw cycling, and their synergy vol.122, 2017, https://doi.org/10.1016/j.matdes.2017.03.016
  4. Environmental durability of adhesively bonded FRP/steel joints in civil engineering applications: State of the art vol.81, 2015, https://doi.org/10.1016/j.compositesb.2015.07.014
  5. Durability of CFRP/steel joints under cyclic wet-dry and freeze-thaw conditions vol.126, 2017, https://doi.org/10.1016/j.compositesb.2017.06.011
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  9. Numerical and experimental investigation on a BRB confined with partially carbon fiber reinforced polymer (CFRP) vol.223, pp.None, 2013, https://doi.org/10.1016/j.engstruct.2020.111150
  10. Experimental investigation of interface behaviour between different types of sand and carbon fibre polymer vol.25, pp.13, 2013, https://doi.org/10.1080/19648189.2019.1626290