Skip to main content
SpringerLink
Log in

An Investigation of Concrete Strength of Hybrid Construction Materials Under the Effect of Heat

  • Conference paper
  • First Online:
Proceedings of 3rd International Sustainable Buildings Symposium (ISBS 2017) (ISBS 2017)

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

Included in the following conference series:

  • 1160 Accesses

Abstract

The hybrid use of concrete and Glass Fiber Reinforced Plastic (GFRP) profiles in construction material technologies in recent years offers many new opportunities. Filling fresh concrete into GFRP profile allows for obtaining superior advantages compared to component materials. The purpose of this study is to investigate the change in the strength of concrete in hybrid material exposed to high temperatures. To this end, hybrid compressive samples were prepared by filling GFRP composite box profiles with concrete and plain concrete samples were prepared for comparison. The cubic samples were exposed to high temperatures at 25–200–400–600–800 °C. Strength losses of the plain concrete and the concrete in the hybrid material, which had the same dimensions, under the effect of heat were determined.

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

Access this chapter

Log in via an institution

Institutional subscriptions

References

  1. Mirmiran A, Shahawy M (1997) Behavior of concrete columns confined by fiber composites. J Struct Eng 123:583–590

    Article  Google Scholar 

  2. Fam AZ, Rızkalla SH (2001) Confinement model for axially loaded concrete confined by circular FRP tubes. ACI Struct J 98(4):251–461

    Google Scholar 

  3. Becque J, Patnaık AK, Rizkalla SH (2003) Analytical models for concrete confined with FRP tubes. J. Compos Constr 7–1:31–38

    Article  Google Scholar 

  4. Yu T, Wong YL, Teng JG, Dong SL, Lam ESS (2006) Flexural behavior of hybrid FRP-concrete-steel double-skin tubular members. J Compo Constr ASCE 10(5):443–452

    Google Scholar 

  5. Ozbakkaloglu Togay (2013) Compressive behavior of concrete-filled FRP tube columns: assessment of critical column parameters. Eng Struct 51:188–199

    Article  Google Scholar 

  6. Mostafa F, Genda C (2016) Compressive behavior of FRP-confined concrete-filled PVC tubular columns. Compos Struct 141:91–109

    Article  Google Scholar 

  7. Hong WK, Kım HC, Yoon SH (2002) Experiment of compressive strength enhancement of circular concrete column confined by carbon tubes. KCI Concr J 14(4):19–144

    MathSciNet  Google Scholar 

  8. Schaumann E (2008) Hybrid FRP-lightweight concrete sandwich system for engineering structures. Ph.D. thesis

    Google Scholar 

  9. 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, Sakarya, Turkey

    Google Scholar 

  10. Aydın F, Sarıbıyık M (2013) Investigation of flexural behaviors of hybrid beams formed with GFRP box section and concrete. Constr Build Mater 41:563–569

    Article  Google Scholar 

  11. Aydın F (2016) Effects of various temperatures on the mechanical strength of GFRP box profiles. Constr Build Mater 127:843–849

    Article  Google Scholar 

  12. Keller T, Schaumann E, Vallée T (2007) Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deck. Compos A 38(3):879–889

    Article  Google Scholar 

  13. Hall J, Mottram J (1998) Combined FRP reinforcement and permanent formwork for concrete members. J Compos Constr 2(2):78–86

    Article  Google Scholar 

  14. Cannıng L, Hollaway L, Thorne AM (1999) An investigation of the composite action of an FRP/concrete prismatic beam. Constr Build Mater 13:417–426

    Article  Google Scholar 

  15. Rıbeıro MCS, Tavares CML, António JMF, Marques AOT (2002) Static flexural performance of GFRP-polymer concrete hybrid beams. Key Eng Mater 230–232:148–151 (Advanced Materials Forum I)

    Google Scholar 

  16. Tianhong L, Peng F, Lieping Y (2006) Experimental study on FRP-concrete hybrid beams. In: Third international conference on FRP composites in civil engineering (CICE 2006), Miami, Florida, USA, December 13–15

    Google Scholar 

  17. Fam A, Schnerch D, Rızkalla S (2005) Rectangular filament-wound glass fiber reinforced polymer tubes filled with concrete under flexural axial loading: experimental investigation. J Compos Constr ASCE 9(1):25–33

    Google Scholar 

  18. Hamdy MM, Radhouane M (2010) Flexural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams. Eng Struct 32:3789–3800

    Article  Google Scholar 

  19. Mirmiran A, Shahawy M, Samaan M (1999) Strength and ductility of hybrid FRP-concrete beam-columns. ASCE J Struct Eng 125(10):1085–1093

    Google Scholar 

  20. Aydın F, Sarıbıyık M (2010) Compressive and flexural behavior of hybrid use of GFRP profile with concrete. In: International symposium on sustainable development (ISSD 2010), Sarajevo, Bosnia and Herzegovina

    Google Scholar 

  21. Aydın F, ve Sarıbıyık M (2011) Investıgatıon of cure effect in hybrid use of GFRP box profiles with concrete. e-J New World Sci Acad 6(4), Article Number: 1A0211:991–1000

    Google Scholar 

  22. TSE 802 (2009) Design of Concrete Mix, Turkish Standards Institute, Turkey

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. Sakarya University, Serdivan, Sakarya, Turkey

    Ferhat Aydın, Metin İpek & Kutalmış Akça

Authors
  1. Ferhat Aydın
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Metin İpek
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Kutalmış Akça
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Ferhat Aydın .

Editor information

Editors and Affiliations

  1. Gazi University, Ankara, Turkey

    Seyhan Fırat

  2. University of South Wales, Pontypridd, United Kingdom

    John Kinuthia

  3. The British University in Dubai, Dubai, United Arab Emirates

    Abid Abu-Tair

Rights and permissions

Reprints and permissions

Copyright information

© 2018 Springer International Publishing AG, part of Springer Nature

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Aydın, F., İpek, M., Akça, K. (2018). An Investigation of Concrete Strength of Hybrid Construction Materials Under the Effect of Heat. In: Fırat, S., Kinuthia, J., Abu-Tair, A. (eds) Proceedings of 3rd International Sustainable Buildings Symposium (ISBS 2017). ISBS 2017. Lecture Notes in Civil Engineering , vol 7. Springer, Cham. https://doi.org/10.1007/978-3-319-64349-6_36

Download citation

  • DOI: https://doi.org/10.1007/978-3-319-64349-6_36

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-64348-9

  • Online ISBN: 978-3-319-64349-6

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Search

Navigation