DOI QR코드

DOI QR Code

FRP or steel plate-to-concrete bonded joints: Effect of test methods on experimental bond strength

  • Chen, J.F. (School of the Built Environment, Nottingham University) ;
  • Yang, Z.J. (Built Environment Research Unit, School of Engineering and the Built Environment, Wolverhampton University) ;
  • Holt, G.D. (Built Environment Research Unit, School of Engineering and the Built Environment, Wolverhampton University)
  • 발행 : 2001.06.25

초록

The strengthening of reinforced concrete structures using externally bonded steel or advanced fibre reinforced plastic (FRP) composites is becoming increasingly common. A key factor affecting the behaviour and reliability of such strengthened structures is the bond strength between the steel or FRP plate and the concrete substrate. Several different experimental set-ups have previously been used to determine bond strength. This paper presents a careful finite element analysis of the stress distributions in these test set-ups. Results show that stress distributions can be significantly different for different set-ups, for similar materials and geometry.

키워드

참고문헌

  1. Bizindavyi, L. and Neale, K.W. (1999), "Transfer lengths and bond strengths for composites bonded to concrete", ASCE J. Comp. for Constr., 3(4), 153-160. https://doi.org/10.1061/(ASCE)1090-0268(1999)3:4(153)
  2. Brosens, K. and Van Gemert, D. (1997), "Anchoring stresses between concrete and carbon fibre reinforced laminates", Non-Metallic (FRP) Reinforced Concrete Structures, Proc., 3rd Int. Symp., 1, Oct., 271-278.
  3. Chajes, M.J., Finch, W.W., Januszka, T.F. and Thonson, T.A. (1996), "Bond and force transfer of composite material plates bonded to concrete", ACI Struct. J., 93(2), 295-303.
  4. Chen, J.F. and Teng, J.G. (2001a), "Shear capacity of FRP strengthened RC beams: FRP debonding", To be published.
  5. Chen, J.F. and Teng, J.G. (2001b), "Anchorage strength models for FRP and steel plates bonded to concrete", accepted for publication by ASCE J. Struct. Eng.
  6. Fukuzawa, K., Numao, T., Wu, Z., Yoshizawa, H. and Mitsui, M. (1997), "Critical strain energy release rate of interface debonding between carbon fibre sheet and mortar", Non-Metallic (FRP) Reinforcement for Concrete Structures, Proc., 3rd Int. Symp., 1, Oct., 295-302.
  7. Garden H.N. and Hollaway L.C. (1998), "An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams", Constr. Build. Mater., 12(4), 203-219. https://doi.org/10.1016/S0950-0618(98)00002-6
  8. Hein, V.L. and Erdogan, F. (1971), "Stress singularities in a two-material wedge", Int. J. Fracture Mech., 7(3), 317-330.
  9. Hiroyuki, Y. and Wu, Z. (1997), "Analysis of debonding fracture properties of CFS strengthened member subject to tension", Non-Metallic (FRP) Reinforcement for Concrete Structures, Proc., 3rd Int. Symp., 1, Oct., 287-294.
  10. Horiguchi, T. and Saeki, N. (1997), "Effect of test methods and quality of concrete on bond strength of CFRP sheet", Non-metallic (FRP) Reinforcement for Concrete Structures, Proc., 3rd Int. Symp., 1, 265-270.
  11. Jones, R., Swamy, R.N., Bloxham, J. and Bouderbalah, A. (1980), "Composite behaviour of concrete beams with epoxy bonded external reinforcement", Int. J. Cement Compos., 2, 91-107.
  12. Kobatake, Y., Kimura, K. and Ktsumata, H. (1993), "A retrofitting method for reinforced concrete structures using carbon fibre", Fibre-Reinforced-Plastic (FRP) Reinforcement for Concrete Structures: Properties and Applications, Elsevier Science Publishers, 435-450.
  13. Maeda, T., Asano, Y., Sato, Y., Ueda, T. and Kakuta, Y. (1997), "A study on bond mechanism of carbon fiber sheet", Non- Metallic (FRP) Reinforcement for Concrete Structures, Proc. 3rd Int. Symp., 1, 279-285.
  14. Neubauer, U. and Rostasy, F.S. (1997), "Design aspects of concrete structures strengthened with externally bonded CFRP plates", Proc., 7th Int. Conf. on Structural Faults and Repairs, ECS Publications, Edinburgh, 2, 109-118.
  15. Smith, S.T., Teng, J.G. and Chen, J.F. (2001), "Debonding in FRP plated RC beams induced by intermediate cracking", Proc., ACUN-3 In. Comp. Conf.: Technology Convergence in Composites Applications, 6-9 February, Sydney, Australia.
  16. Swamy, R.N., Jones, R. and Charif, A. (1986), "Shear adhesion properties of epoxy resin adhesives", Proc., Int. Symp. on Adhesion between Polymers and Concrete, Sept., 741-755.
  17. Taljsten, B. (1997), "Defining anchor lengths of steel and CFRP plates bonded to concrete", Int. J. Adhes., 17(4), 319-327. https://doi.org/10.1016/S0143-7496(97)00018-3
  18. Teng, J.G., Chen, J.F., Smith, S.T. and Lam, L. (2000), "RC structures strengthened with FRP composites", Hong Kong, China, 134 pp.
  19. Teng, J.G., Zhang, J.W. and Smith, S.T. (2001), "Interfacial stresses in RC beams bonded with a soffit plate: a finite element study", to be published.
  20. Van Gemert, D. (1980), "Force transfer in Epoxy-bonded steel-concrete joints", Int. J. Adhes. Adhes., No. 1, 67-72.
  21. Ziraba, Y.N., Baluch, M.H., Basunbul, A.M., Azad, A.K., Al-Sulaimani, G.J. and Sharif, I.A. (1995), "Combined experimental numerical approach to characterisation of steel-glue-concrete interface", Mater. Struct., 28, 518-525. https://doi.org/10.1007/BF02473156

피인용 문헌

  1. Characterization of FRP-to-concrete bonded interface vol.13, pp.9, 2009, https://doi.org/10.1080/19648189.2009.9693174
  2. Concrete Bond Durability of CFRP Sheets with Bioresins Derived from Renewable Resources vol.21, pp.2, 2017, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000736
  3. Fatigue behaviour of CFRP concrete joints under shear vol.162, pp.5, 2009, https://doi.org/10.1680/stbu.2009.162.5.355
  4. Bond-Test Protocol for Plate-to-Concrete Interface Involving All Mechanisms vol.20, pp.1, 2016, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000581
  5. Lenkiamosios gelžbetoninės sijos su papildoma anglies pluošto kompozito armatūra laikomosios galios sumažėjimas dėl šlyties vol.1, pp.5, 2009, https://doi.org/10.3846/mla.2009.5.08
  6. Prediction of the Bond–Slip Law Between Externally Bonded Concrete Substrates and CFRP Plates Under Fatigue Loading 2017, https://doi.org/10.1007/s40999-017-0258-8
  7. Finite element analysis of width effect in interface debonding of FRP plate bonded to concrete vol.93, 2015, https://doi.org/10.1016/j.finel.2014.08.009
  8. Mechanics of debonding in FRP-plated RC beams vol.162, pp.5, 2009, https://doi.org/10.1680/stbu.2009.162.5.335
  9. Modelling Static and Dynamic FRP-Concrete Bond Behaviour Using a Local Concrete Damage Model vol.18, pp.1, 2015, https://doi.org/10.1260/1369-4332.18.1.45
  10. Development of a simplified bond stress–slip model for bonded FRP–concrete interfaces vol.68, 2014, https://doi.org/10.1016/j.conbuildmat.2014.06.037
  11. Interfacial stresses in soffit-plated reinforced concrete beams vol.157, pp.1, 2004, https://doi.org/10.1680/stbu.2004.157.1.77
  12. FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure vol.43, pp.18-19, 2006, https://doi.org/10.1016/j.ijsolstr.2005.07.023
  13. Interfacial stress analysis of a thin plate bonded to a rigid substrate and subjected to inclined loading vol.44, pp.16, 2007, https://doi.org/10.1016/j.ijsolstr.2006.12.028
  14. Size and shape effect in the pull-out of FRP reinforcement from concrete vol.143, 2016, https://doi.org/10.1016/j.compstruct.2016.01.097
  15. Experimental Study on the Concrete Surface Preparation Influence to the Tensile and Shear Bond Strength of Synthetic Wraps vol.171, 2017, https://doi.org/10.1016/j.proeng.2017.01.470
  16. A General Analytical Method for the Analysis of Interfacial Stresses in Plated Beams under Arbitrary Loading vol.13, pp.5, 2010, https://doi.org/10.1260/1369-4332.13.5.975
  17. Bond Strength of Composite CFRP Reinforcing Bars in Timber vol.8, pp.12, 2015, https://doi.org/10.3390/ma8074034
  18. Bond–slip behavior of fiber-reinforced polymer/concrete interface in single shear pull-out and beam tests vol.35, pp.5, 2016, https://doi.org/10.1177/0731684415623088
  19. Experimental study on dynamic behavior of GFRP-to-concrete interface vol.118, 2016, https://doi.org/10.1016/j.engstruct.2016.03.062
  20. A durability study of externally bonded FRP-concrete beams via full-field infrared thermography (IRT) and quasi-static shear test vol.40, 2013, https://doi.org/10.1016/j.conbuildmat.2012.07.105
  21. Mechanism of Debonding Failure between Reinforced Layer with Stainless Steel Wire Mesh and Polymer Mortar and RC Structures vol.163-167, pp.1662-8985, 2010, https://doi.org/10.4028/www.scientific.net/AMR.163-167.3504
  22. Experimental Study on the Bonding Behavior of GFRP-to-Brick Interface vol.919-921, pp.1662-8985, 2014, https://doi.org/10.4028/www.scientific.net/AMR.919-921.416
  23. Analysis of Test Specimens for Cohesive Near-Bond Failure of Fiber-Reinforced Polymer-Plated Concrete vol.8, pp.6, 2001, https://doi.org/10.1061/(asce)1090-0268(2004)8:6(528)
  24. A critical steel yielding length model for predicting intermediate crack-induced debonding in FRP -strengthened RC members vol.8, pp.6, 2001, https://doi.org/10.12989/scs.2008.8.6.457
  25. Parallel computation for debonding process of externally FRP plated concrete vol.38, pp.6, 2001, https://doi.org/10.12989/sem.2011.38.6.803
  26. Effect of FRP-to-steel bonded joint configuration on interfacial stresses: Finite element investigation vol.62, pp.None, 2001, https://doi.org/10.1016/j.tws.2012.07.020
  27. Finite Element Model for Analysis of the Spatial Interfacial Debonding of FRP from Concrete vol.26, pp.3, 2001, https://doi.org/10.1177/096369351702600305
  28. A review of test methods for studying the FRP-concrete interfacial bond behavior vol.169, pp.None, 2001, https://doi.org/10.1016/j.conbuildmat.2018.02.163
  29. Dual-Horizon Peridynamics Analysis of Debonding Failure in FRP-to-Concrete Bonded Joints vol.13, pp.1, 2019, https://doi.org/10.1186/s40069-018-0328-6
  30. Numerical simulation of the debonding process in pull-out tests of near-surface mounted FRP rod in concrete vol.37, pp.3, 2001, https://doi.org/10.1108/ec-01-2019-0032
  31. Recent developments in experimental and computational studies of hygrothermal effects on the bond between FRP and concrete vol.39, pp.11, 2020, https://doi.org/10.1177/0731684420912332
  32. Finite Element Modeling of Bond Behavior of FRP and Steel Plates vol.14, pp.4, 2001, https://doi.org/10.3390/ma14040757