Investigation of Buckling Behavior of FRP-Concrete Hybrid Columns

Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 7)

Abstract

The use of fiber reinforced plastic (FRP) composite materials in the construction industry increases with each passing day. In recent years, these materials are used as carrier material or reinforcement material in the structure. Glass fiber reinforced plastic (GFRP) profiles are among the most preferred FRP composite materials. GRFP profiles stand out with their high tensile strength, light weight and high corrosion performance. The hybrid use of these materials with classical construction materials offers new advantages. The buckling behavior of the hybrid material formed by placing concrete in plastic state into GFRP box profiles with high tensile strength was investigated in this study. The buckling performance of hybrid columns formed using GFRP profile, normal concrete or reactive powder concrete (RPC) was studied. To this end, normal concrete-GFRP profile and RPC-GFRP profile hybrid columns were produced and buckling testing was performed at different slenderness values. Charts were created after buckling experiments to examine differences in the behavior of the material. As a result of the examinations, the effect of RPC and column slenderness on the buckling performance hybrid columns was identified.

Keywords

Buckling GFRP Concrete RPC Slenderness 

References

  1. 1.
    Aydın F (2011) Investigation of mechanic performance of hybrid structural element produced using glass fibre reinforced plastic (GFRP) composite and concrete. Ph.D. thesis, Sakarya University, Science Institute, SakaryaGoogle Scholar
  2. 2.
    Aydın F, Sarıbıyık M (2013) Investigation of flexural behaviors of hybrid beams formed with GFRP box section and concrete. Constr Build Mater 41:563–569CrossRefGoogle Scholar
  3. 3.
    Aydın F (2016) Effects of various temperatures on the mechanical strength of GFRP box profiles. Constr Build Mater 127:843–849CrossRefGoogle Scholar
  4. 4.
    Cripps A (2002) Fiber reinforced polymer composites in construction, construction. Industry Research & Information Association (CIRIA)Google Scholar
  5. 5.
  6. 6.
  7. 7.
  8. 8.
    Mirmiran A, Shahawy M (1997) Behavior of concrete columns confined by fiber composites. J Struct Eng 123:583–590CrossRefGoogle Scholar
  9. 9.
    Fam AZ, Rızkalla SH (2001) Confinement model for axially loaded concrete confined by circular FRP tubes. ACI Struct J 98(4):251–461Google Scholar
  10. 10.
    Becque J, Patnaık AK, Rızkalla SH (2003) Analytical models for concrete confined with FRP tubes. J Compos Constr 7(1):31–38CrossRefGoogle Scholar
  11. 11.
    Yu T, Wong YL, Teng JG, Dong SL, Lam ESS (2006) Flexural behavior of hybrid FRP-concrete-steel double-skin tubular members. J Compos Constr ASCE 10(5):443–452CrossRefGoogle Scholar
  12. 12.
    Gautam B, Matsumoto T (2009) Shear deformation and interface behaviour of concrete-filled CFRP box beams. Compos Struct 89:20–27CrossRefGoogle Scholar
  13. 13.
    Correıa JR, Branco A, Ferreıra JG (2009) Flexural behaviour of multi-span GFRP-concrete hybrid beams. Eng Struct 31:1369–1381CrossRefGoogle Scholar
  14. 14.
    Wenlxıao L, Zhıshen W (2004) Flexural performance of newly developed hybrid FRP concrete beams. In: FRP composites in civil engineering, CICE, pp 819–826Google Scholar
  15. 15.
    Nordin H, Taljstena B (2003) Testing of hybrid FRP composite beams in bending. Compos B 35:27–33CrossRefGoogle Scholar
  16. 16.
    Hulatt J, Hollaway L, Thorne A (2003) The use of advanced polymer composites to form an economic structural unit. Constr Build Mater 17:55–68CrossRefGoogle Scholar
  17. 17.
    Leo B (2009) Design of a fibre-reinforced polymer (FRP) bridge. University of New South Wales at the Australian Defence Force Academy. Second Lieutenant (Singapore Armed Forces), School of Aerospace, Civil & Mechanical Engineering, final thesis reportGoogle Scholar
  18. 18.
    Teng JG, Yu T, Wong YL (2004) Behavior of hybrid FRP-concrete-steel double-skin tubular columns. In: FRP composites in civil engineering, CICE, pp 811–818Google Scholar

Copyright information

© Springer International Publishing AG, part of Springer Nature 2018

Authors and Affiliations

  1. 1.Sakarya UniversitySerdivanTurkey

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