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PVC and POM gripping mechanisms for tension testing of FRP bars

  • Basaran, Bogachan (Department of Construction, Vocational School of Technical Sciences, Amasya University) ;
  • Yaka, Harun (Department of Mechanical Engineering, Faculty of Technology, Amasya University) ;
  • Kalkan, Ilker (Department of Civil Engineering, Faculty of Engineering and Architecture, Kirikkale University)
  • Received : 2020.04.04
  • Accepted : 2020.09.11
  • Published : 2021.01.10

Abstract

The present study pertains to the introduction of two new types of grip adaptor for universal testing machines, namely Polyvinyl Chloride (PVC) and Polyoxymethylene (POM) grip adaptors, and their application to tension testing of FRP bars with different fiber and surface finish types. The tabs are connected to the FRP bar sample with the help of mechanical anchors, i.e. bolts. These new adaptors offer vital superiorities over the existing end tab designs (anchors with filling material or mechanical anchorage), including the reduction in the time and labor for production, reusability and the mild nature, i.e. low hardness of the tab material, which retards and even prevents peeling and crushing in the gripping regions of an FRP sample. The methods were successfully applied to FRP bars with different types of fiber (CFRP, GFRP and BFRP) and different types of surface texture (ribbed, wrapped, sand-coated and wound). The test results indicated that the both types of end caps prevented slip of the bar, crushing and peeling in the gripping zone. The mechanical properties from the material tests with the new caps were in perfect agreement with the ones from the material tests with steel tubular caps.

Keywords

Acknowledgement

The study was financially supported by the Amasya University Scientific Research Project Coordination Unit under the project number FMB-BAP 19-0427. This support is gratefully acknowledged. The experiments were conducted in the Structural Materials Laboratory of the Technical Sciences Vocational School, Amasya University.

References

  1. Ababneh, A.N., Al-Rousan, R.Z. and Glaith, I.M.N. (2020), "Experimental study on anchoring of FRP-strengthened concrete beams", Struct., 23, 26-33. https://doi.org/10.1016/j.istruc.2019.09.018.
  2. ACI 440.3R-04 (2004), Guide test methods for Fiber-Reinforced Polymers (FRPs) for reinforcing or strengthening concrete structures, American Concrete Institute (ACI); Farmington Hills, MI, USA.
  3. ACI 440.3R-12 (2012), Guide test methods for Fiber- Reinforced Polymer (FRP) composites for reinforcing or strengthening concrete and masonry structures, American Concrete Institute (ACI); Farmington Hills, MI, USA.
  4. ACI 440R-07 (2007), Report on Fiber-Reinforced Polymer (FRP) reinforcement for concrete structures, American Concrete Institute (ACI); Farmington Hills, MI, USA.
  5. Al-Mayah, A., Soudki, K.A. and Plumtree, A. (2001), "Experimental and analytical investigation of a stainless steel anchorage for CFRP prestressing tendons", PCI J., 46(2), 88-92. http://dx.doi.org/10.15554/pcij.03012001.88.100.
  6. Al-Rousan, R. (2017), "Shear behavior of RC beams externally strengthened and anchored with CFRP composites", Struct. Eng. Mech., 63(4), 447-456. https://doi.org/10.12989/sem.2017.63.4.447.
  7. ASTM D3916-08 (2016), Standard test method for tensile properties of pultruded Glass-Fiber-Reinforced Plastic Rod, ASTM International; West Conshohocken, PA, USA.
  8. ASTM D7205/D7205M-06 (2016), Standard test method for tensile properties of Fiber Reinforced Polymer Matrix composite bars, ASTM International; West Conshohocken, PA, USA.
  9. Bakis, C.E., Nanni, A. and Terosky, J.A. (1996), "Smart pseudo-ductile, reinforcing rods for concrete: manufacture and test", Proceedings of the 1st International Conference on Composites in Infrastructures (ICCI 96), Tucson, Arizona, U.S.A., January.
  10. Benmokrane, B., Nazair, C., Seynave, X. and Manalo, A. (2017), "Comparison between ASTM D7205 and CSA S806 tensile-testing methods for Glass Fiber-Reinforced Polymer bars", J. Compos. Construct., 21(5), 04017038. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000819.
  11. Borri, A., Castori, G., Corradi, M. and Sisti, R. (2014), "Ageing problems of GFRP grids used for masonry reinforcement", Key Eng. Mat., 624, 413-420. https://doi.org/10.4028/www.scientific.net/KEM.624.413.
  12. Burningham, C.A., Pantelides, C.P. and Reaveley, L.D. (2014), "New unibody clamp anchors for posttensioning carbon-fiber-reinforced polymer rods", PCI J., 59(1), 103-113. https://doi.org/10.15554/pcij.01012014.103.113.
  13. Carvelli, V., Fava, G. and Pisani, M.A. (2009), "Anchor system for tension testing of large diameter GFRP bars", J. Compos. Construct., 13(5), 344-349. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000027.
  14. Castro, P.F. and Carino, N.J. (1998), "Tensile and nondestructive testing of FRP bars", J. Compos. Construct., 2(1), 17-27. https://doi.org/10.1061/(ASCE)1090-0268(1998)2:1(17).
  15. CAN/CSA S806-02 (2002), Design and construction of building structures with Fibre-Reinforced Polymers, Canadian Standards Association; Ontario, Canada.
  16. CAN/CSA S806-12 (2012), Design and construction of building structures with Fibre-Reinforced Polymers, Canadian Standards Association; Ontario, Canada.
  17. Erki, M.A. and Rizkalla, S.H. (1993), "Anchorages for FRP", Concrete Int., 15(6), 54-59.
  18. Faza, S. and Rao, H.G. (1993), "Glass FRP reinforcing bars for concrete", Fiber-Reinforced Plastics (FRP) Reinforcement for Concrete Structures - Properties and Applications, Elsevier Science, NY, U.S.A. https://doi.org/10.1016/C2009-0-09136-3
  19. Ghasemi, S., Maghsoudi, A.A., Bengar, H.A. and Ronagh, H.R. (2015), "Flexural strengthening of continuous unbonded post-tensioned concrete beams with end-anchored CFRP laminates", Struct. Eng. Mech., 53(6), 1080-1104. http://dx.doi.org/10.12989/sem.2015.53.6.1083.
  20. Holte, L.E., Dolan, C.W. and Schmidt, R.J. (1993), "Epoxy socketed anchors for nonmetallic prestressing tendons", ACI SP-138: FRP Reinforcement for Concrete Structures (International Symposium), 138, 381-400.
  21. ISO 10406-1 (2015), Fibre-Reinforced Polymer (FRP) methods-Reinforcement of concrete-Test part 1: FRP bars and grids, International Organization for Standardization (ISO); Switzerland.
  22. Ju, M., Lee, S. and Cheolwoo, P. (2017), "Response of Glass Fiber Reinforced Polymer (GFRP)-steel hybrid reinforcing bar in uniaxial tension", Int. J. Concrete Struct. Mat., 11(4), 677-686. https://doi.org/10.1007/s40069-017-0212-9.
  23. Ju, M., Park, K., Moon, D., Cheolwoo, P. and Sim, J. (2018), "On strain measurement of smart GFRP bars with built-in fiber Bragg grating sensor", Struct. Eng. Mech., 65(2), 155-162. https://doi.org/10.12989/sem.2018.65.2.155.
  24. Li, H., Gu, P., Watson, J. and Meng, J. (2013), "Acid corrosion resistance and mechanism of E-glass fibers: boron factor", J. Mat. Sci., 48(8), 3075-3087. https://doi.org/10.1007/s10853-012-7082-y.
  25. Micelli, F. and Nanni, A. (2003), "Tensile characterization of FRP rods for reinforced concrete structures", Mech. Compos. Mat., 39, 293-304.https://doi.org/10.1023/A:1025638310194
  26. Micelli, F. and Nanni, A. (2004), "Durability of FRP rods for concrete structures", Construct. Build. Mater., 18(7), 491-503. https://doi.org/10.1016/j.conbuildmat.2004.04.012.
  27. Nanni, A. (1995), "Grouted anchors for FRP tendons", Final Report No. 00-22 CIES; The Pennsylvania State University State College, Pennsylvania, U.S.A.
  28. Rahman, A.H., Taylor, D.A. and Kingsley, C.Y. (1993), "Evaluation of FRP as reinforcement for concrete bridges", ACI SP-138: FRP Reinforcement for Concrete Structures (International Symposium), 138, 71-86.
  29. Smith, S.T., Hu, S., Kim, S.J. and Seracino, R. (2011), "FRP-strengthened RC slabs anchored with FRP anchors", Eng. Struct., 33, 1075-1087. https://doi.org/10.1016/j.engstruct.2010.11.018.
  30. Wan, S., Huang, Q. and Guan, J. (2019), "Strengthening of steel-concrete composite beams with prestressed CFRP plates using an innovative anchorage system", Steel Compos. Struct., 32(1), 21-45. https://doi.org/10.12989/scs.2019.32.1.021.
  31. Wang, L., Xu, J. and Han, Q. (2015), "Effects of cross-sectional size and shape on the longitudinal tensile and anchoring properties of CFRP cables", J. Mater. Civil Eng., 31(5), 04019053. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002679.