Skip to main content

Advertisement

Log in

Friction coefficient between FRP pultruded profiles and concrete

  • Original Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

This paper presents the experimental results of a direct shear test to determine the friction coefficient between fibre reinforced polymer (FRP) pultruded profiles and concrete. The FRP pultruded profile used in this study was glass fibre reinforced polymer (GFRP) I-section. The specimens were composed of a concrete block and a coupon of the GFRP pultruded profile. The experiment was conducted by using the direct shear test method. The parameters investigated included the type of concrete (self-compacting concrete and normal concrete) and the compressive strength of the concrete, as well as the different components (web and flange) of the I-section. The test results verify that the bond behaviour between the concrete and the GFRP pultruded profiles mainly depends on two factors, the friction stress and the adhesion stress. The friction coefficient between the FRP pultruded profiles and the concrete was between 0.5 and 0.6 when the normal stress fluctuated between 0.5 and 2 MPa, and the adhesion stress was about 0.2 MPa. The compressive strength of the concrete and the different components of the I-section have little effect on the friction coefficient, however, the type of the concrete significantly affects this coefficient.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

References

  1. Chen D, El-Hacha R (2011) Behaviour of hybrid FRP–UHPC beams in flexure under fatigue loading. Compos Struct 94(1):253–266. https://doi.org/10.1016/j.compstruct.2011.06.016

    Article  Google Scholar 

  2. Guades E, Aravinthan T, Islam M, Manalo A (2012) A review on the driving performance of FRP composite piles. Compos Struct 94(6):1932–1942. https://doi.org/10.1016/j.compstruct.2012.02.004

    Article  Google Scholar 

  3. Kwan WH, Ramli M (2013) Indicative performance of fiber reinforced polymer (FRP) encased beam in flexure. Constr Build Mater 48:780–788. https://doi.org/10.1016/j.conbuildmat.2013.07.013

    Article  Google Scholar 

  4. Gonilha JA, Correia JR, Branco FA (2014) Structural behaviour of a GFRP-concrete hybrid footbridge prototype: experimental tests and numerical and analytical simulations. Eng Struct 60:11–22. https://doi.org/10.1016/j.engstruct.2013.12.018

    Article  Google Scholar 

  5. Cosenza E, Manfredi G, Realfonzo R (1997) Behavior and modeling of bond of FRP rebars to concrete. J Compos Constr 1(2):40–51

    Article  Google Scholar 

  6. Achillides Z, Pilakoutas K (2004) Bond behavior of fiber reinforced polymer bars under direct pullout conditions. J Compos Constr 8(2):173–181. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:2(173)

    Article  Google Scholar 

  7. Yuan JS, Hadi MNS (2017) Bond-slip behaviour between GFRP I-section and concrete. Compos B Eng 130:76–89. https://doi.org/10.1016/j.compositesb.2017.07.060

    Article  Google Scholar 

  8. Berthet JF, Yurtdas I, Delmas Y, Li A (2011) Evaluation of the adhesion resistance between steel and concrete by push out test. Int J Adhes Adhes 31(2):75–83. https://doi.org/10.1016/j.ijadhadh.2010.11.004

    Article  Google Scholar 

  9. Harajli M, Hamad B, Karam K (2002) Bond-slip response of reinforcing bars embedded in plain and fiber concrete. J Mater Civ Eng 14(6):503–511. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:6(503)

    Article  Google Scholar 

  10. Tighiouart B, Benmokrane B, Gao D (1998) Investigation of bond in concrete member with fibre reinforced polymer (FRP) bars. Constr Build Mater 12(8):453–462

    Article  Google Scholar 

  11. ABAQUS (2012) ABAQUS analysis user’s manual. Version 6.12

  12. Rabbat BG, Russell HG (1985) Friction coefficient of steel on concrete or grout. J Struct Eng ASCE 111(3):505–515

    Article  Google Scholar 

  13. Correia JR, Branco FA, Ferreira JG (2007) Flexural behaviour of GFRP–concrete hybrid beams with interconnection slip. Compos Struct 77(1):66–78. https://doi.org/10.1016/j.compstruct.2005.06.003

    Article  Google Scholar 

  14. Hadi MNS, Wang W, Sheikh MN (2015) Axial compressive behaviour of GFRP tube reinforced concrete columns. Constr Build Mater 81:198–207. https://doi.org/10.1016/j.conbuildmat.2015.02.025

    Article  Google Scholar 

  15. Belzer B, Robinson M, Fick D (2013) Composite action of concrete-filled rectangular GFRP tubes. J Compos Constr 17(5):722–731

    Article  Google Scholar 

  16. Jiang T, Teng JG (2007) Analysis-oriented stress–strain models for FRP–confined concrete. Eng Struct 29(11):2968–2986. https://doi.org/10.1016/j.engstruct.2007.01.010

    Article  Google Scholar 

  17. Kwan AKH, Dong CX, Ho JCM (2015) Axial and lateral stress–strain model for FRP confined concrete. Eng Struct 99:285–295. https://doi.org/10.1016/j.engstruct.2015.04.046

    Article  Google Scholar 

  18. Lam L, Teng JG (2002) Strength models for fiber-reinforced plastic-confined concrete. J Struct Eng 128(5):612–623. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:5(612)

    Article  Google Scholar 

  19. Ozbakkaloglu T, Lim JC (2013) Axial compressive behavior of FRP-confined concrete: experimental test database and a new design-oriented model. Compos B Eng 55:607–634. https://doi.org/10.1016/j.compositesb.2013.07.025

    Article  Google Scholar 

  20. Bakhshi M, Abdollahi B, Motavalli M, Shekarchizade M, Ghalibafian M (2007) The experimental modeling of GFRP confined concrete cylinders subjected to axial loads. In: Proceedings of the 8th international symposium on fiber reinforced polymer reinforcement for concrete Structures, Patras, Greece

  21. Almusallam TH (2007) Behavior of normal and high-strength concrete cylinders confined with E-glass/epoxy composite laminates. Compos B Eng 38(5–6):629–639. https://doi.org/10.1016/j.compositesb.2006.06.021

    Article  Google Scholar 

  22. Au C, Buyukozturk O (2005) Effect of fiber orientation and ply mix on fiber reinforced polymer-confined concrete. J Compos Constr 9(5):397–407

    Article  Google Scholar 

  23. ISO 527 (1997) Determination of tensile properties of plastics. Part 4: test conditions for isotropic and orthotropic fibre-reinforced plastic composites. European Committee for Standardization

  24. ASTM D695 (2002) A standard test method for compressive properties of rigid plastics. ASTM international

  25. Guades E, Aravinthan T, Islam MM (2014) Characterisation of the mechanical properties of pultruded fibre-reinforced polymer tube. Mater Des 63:305–315. https://doi.org/10.1016/j.matdes.2014.06.018

    Article  Google Scholar 

  26. Nunes F, Silvestre N, Correia JR (2016) Structural behaviour of hybrid FRP pultruded columns. Part 2: numerical study. Compos Struct 139:304–319. https://doi.org/10.1016/j.compstruct.2015.12.059

    Article  Google Scholar 

  27. AS1012.09 (1999) Methods of testing concrete—determination of the compressive strength of concrete specimens. SAI Global database

  28. Yao B, Li F, Wang X, Cheng G (2016) Evaluation of the shear characteristics of steel–asphalt interface by a direct shear test method. Int J Adhes Adhes 68:70–79. https://doi.org/10.1016/j.ijadhadh.2016.02.005

    Article  Google Scholar 

  29. Kishida H, Uesugi M (1987) Tests of the interface between sand and steel in the simple shear apparatus. Géotechnique 37(1):45–52. https://doi.org/10.1680/geot.1987.37.1.45

    Article  Google Scholar 

  30. Treadwell Australia Pty Ltd (2016) 58 Deeds Rd, North Plympton, SA Australia. http://www.treadwellgroup.com.au/. Accessed 2 April 2016

Download references

Acknowledgements

The authors are grateful for the valuable contribution in the aspect of the technique from Senior Technical Officer Mr. Cameron Neilson. The first author also thanks the China Scholarship Council and the University of Wollongong, Australia, for providing his Ph.D. scholarship.

Author information

Authors and Affiliations

Authors

Contributions

Both authors conducted this study and they prepared this manuscript.

Corresponding author

Correspondence to Muhammad N. S. Hadi.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Yuan, J.S., Hadi, M.N.S. Friction coefficient between FRP pultruded profiles and concrete. Mater Struct 51, 120 (2018). https://doi.org/10.1617/s11527-018-1250-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1617/s11527-018-1250-8

Keywords

Navigation