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Fire Technology

, Volume 52, Issue 3, pp 817–845 | Cite as

Fire Performance of Sustainable Recycled Concrete Aggregates: Mechanical Properties at Elevated Temperatures and Current Research Needs

  • John Gales
  • Thomas Parker
  • Duncan Cree
  • Mark Green
Article

Abstract

The materials used for the construction of buildings are changing. There are now many sustainability drivers for developing novel green construction materials. An emerging material used for building construction is concrete with conventional coarse aggregates substituted as recycled concrete aggregates (RCA). This is a form of sustainable concrete. A finite number of buildings (>10) with this material have been constructed in North America, Europe and Asia. However; to help facilitate wide spread use and development of sustainable concrete with RCA, there is purpose in considering this material’s at-elevated temperature (in-fire) mechanical properties. To date, this topic has seen limited research attention as it is difficult to study. The study herein considered the mechanical properties of conventional and sustainable concrete with RCA. The only difference between the conventional and the sustainable concrete mixes was the mass proportion of a conventional natural coarse aggregate, Limestone, which had been substituted with coarse RCA (at replacement proportions of 0%, 30% and 100%). Both the ambient and elevated temperature mechanical properties were considered with compressive mechanical tests using an innovative optical technology for strain measurement. Based on the analysis performed, a proportional decrease in retained strength and elasticity of concrete at-elevated temperature with increasing RCA content was observed. For example both mechanical properties showed a 0.2% decrease in retained value for every 1% RCA increase at 500°C. In addition the modelling parameter of Poisson ratio appeared to be influenced by the heat imposed and the aggregate type contained within the concrete. For example at 500°C, this parameter showed an 73% increase for concrete samples with only Limestone aggregate and a 15% decrease for samples with only RCA (of mixed origin primarily Siliceous). This paper concludes with highlighting current knowledge gaps and research needs that when addressed could help improve the facilitation of using sustainable concrete’s with RCA in construction of buildings.

Keywords

Sustainable concrete Recycled concrete aggregates Material testing Scanning electron microscopy Digital image correlation Mechanical properties RCA 

Notes

Acknowledgements

The authors acknowledge the financial support of the Natural Sciences and Engineering Research Council of Canada (NSERC) through their Discovery, Fellowship, and Collaborative Research and Training Experience (CREATE) Programs, Dr. A Take, Prof. L. Bisby, Dr. A Dobosz, Z Triantafyllidis, and J Marrs are also acknowledged for their considerable assistance.

References

  1. 1.
    Watts J (2000) Sustainable fire safety. Fire Technol 36(4):223–225. doi: 10.1023/A:1015466812674.CrossRefGoogle Scholar
  2. 2.
    Amphlett R (2013) Sustainability and PT. Concrete Centre. http://www.concretecentre.com/pdf/PT_SeminarSustainability%20and%20PT_Rob%20Amphlett.pdf. Accessed August 12 2014
  3. 3.
    Yang X, Aziz A (2009) United Nations Environment Programme sustainable building & construction initiativeGoogle Scholar
  4. 4.
    Morrison A, Hes D, Bates M (2005) Materials selection in green buildings and the CH2 experience. Industry Technical Report Boral ConcreteGoogle Scholar
  5. 5.
    Bohan S (2010) Recycled concrete aggregates rise to the occasion. Concr Technol 1:72–77Google Scholar
  6. 6.
    Yong Ho N, Kelvin Lee Y, Fong Lim W, Zayed T, Chew C, Low G, Ting S (2013) Efficient utilization of recycled concrete aggregate. J Mater Civ Eng 25:318–327CrossRefGoogle Scholar
  7. 7.
    The Institution of Engineers Singapore (2011) The Singapore Engineer, JulyGoogle Scholar
  8. 8.
    Marck P (2013) Next-generation ‘Green’ Concrete a Home Construction First. Media Release. https://news.ok.ubc.ca/2013/06/24/next-generation-green-concrete-a-home-construction-first/. Accessed August 12 2014
  9. 9.
    ANON (2001) Case study, using recycled aggregate: Wessex Water New Operations Centre, Bath. Struct Eng 79(12):16–18Google Scholar
  10. 10.
    Nimmo A, Wright S, Coulson D (2011) Delivering London 2012: temporary venues. Proc ICE-Civ Eng 164(6):59–64Google Scholar
  11. 11.
    Yeheyiz M, Hewage K, Alam MS, Eskicioglu C, Sadiq R (2013) An overview of construction and demolition waste management in canada: a lifecycle analysis approach to sustainability. Clean Technol Environ Policy 15(1):81–91CrossRefGoogle Scholar
  12. 12.
    Bergeron D (2008) Research in support of performances-based solutions in the national construction codes of Canada. In: 7th International Conference on Performance-Based Codes and Fire Safety Design Methods, Auckland, New Zealand, 16–18 April, pp 105–115Google Scholar
  13. 13.
    Naus DJ (2010) A compilation of elevated temperature concrete material property data and information for use in assessments of nuclear power plant reinforced concrete structures: a compilation of elevated temperature concrete material property data and information for US. Oak Ridge National Laboratory, Oak RidgeGoogle Scholar
  14. 14.
    Cree D, Green M, Noumowé A (2013) Residual strength of concrete containing recycled materials after exposure to fire: a review. Constr Build Mater 45:208–223CrossRefGoogle Scholar
  15. 15.
    Zega CJ, Di Maio AA (2006) Recycled concrete exposed to high temperatures. Mag Concr Res 58(10):675–682CrossRefGoogle Scholar
  16. 16.
    Zega CJ, Di Maio AA (2009) Recycled concrete made with different natural coarse aggregates exposed to high temperature. Constr Build Mater 23:2047–2052CrossRefGoogle Scholar
  17. 17.
    Xiao J, Zhang C (2007) Fire damage and residual strengths of recycled aggregate concrete. Key Eng Mater 348:937–40CrossRefGoogle Scholar
  18. 18.
    Vieira J PB, Correia JR, de Brito J (2011) Post-fire residual mechanical properties of concrete made with recycled concrete coarse aggregates. Cem Concr Res 41:533–541CrossRefGoogle Scholar
  19. 19.
    Sarhat S, Sherwood E (2013) Residual mechanical response of recycled aggregate concrete after exposure to elevated temperatures. J Mater Civ Eng 25:1721–1730CrossRefGoogle Scholar
  20. 20.
    Khalaf FM, DeVenny AS (2004) Performance of brick aggregate concrete at high temperatures. J Mater Civ Eng 16 (6):556–565CrossRefGoogle Scholar
  21. 21.
    Sullivan PJE, Sharshar R (1992) The performance of concrete at elevated temperatures (as measured by the reduction in compressive strength). Fire Technol 28 (3):240–250. doi: 10.1007/BF01857693 CrossRefGoogle Scholar
  22. 22.
    Sarshar R, Khoury GA (1993) Material and environmental factors influencing the compressive strength of unsealed cement paste and concrete at high temperatures. Mag Concr Res 45(162):51–61CrossRefGoogle Scholar
  23. 23.
    Phan L, Carino N (2002) Effect of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures. ACI Mater J 99(1):54–66Google Scholar
  24. 24.
    Persson B (2004) Fire resistance of self-compacting concrete, SCC. Mater Struct 37:575–584CrossRefGoogle Scholar
  25. 25.
    Kodur V (2014) Properties of concrete at elevated temperatures. ISRN Civ Eng 2014:1–15.CrossRefGoogle Scholar
  26. 26.
    Bamonte P, GamBarova G (2014) Properties of concrete subjected to extreme thermal conditions. J Struct Fire Eng 5(1):47–62CrossRefGoogle Scholar
  27. 27.
    RILEM Technical Committee (2007) Recommendations of RILEM TC 200-HTC: mechanical concrete properties at high temperature. Part 1: introduction. Mater Struct 40:841–853CrossRefGoogle Scholar
  28. 28.
    ASTM (2014) C469-14 standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression. ASTM International, PhiladelphiaGoogle Scholar
  29. 29.
    Chen B, Li C, Chen L (2009) Experimental study of mechanical properties of normal-strength concrete exposed to high temperatures at an early age. Fire Saf J 44(7):997–1002CrossRefGoogle Scholar
  30. 30.
    Chakradhara Rao M, Bhattacharyya S, Barai S (2011) Behaviour of recycled aggregate concrete under drop weight impact load. Constr Build Mater 25(1):69–80CrossRefGoogle Scholar
  31. 31.
    Limbachiya M, Meddah MS, Ouchagour Y (2012) Performance of portland/silica fume cement concrete produced with recycled concrete aggregate. ACI Mater J 109(1):91–100Google Scholar
  32. 32.
    CEN (2004) Eurocode 2: design of concrete structures—Part 1-1: general rules and rules for buildingsGoogle Scholar
  33. 33.
    CSA (2009) A23.1-09/A23.2-09—concrete materials and methods of concrete construction/test methods and standard practices for concrete. Canadian Standards Association, MississaugaGoogle Scholar
  34. 34.
    Phan L (1997) Fire performance of high strength concrete: a state of the Art. NISTIR 5934. NIST, GaithersburgGoogle Scholar
  35. 35.
    Wang Y, Burgess I, Wald F, Gillie M (2012) Performance-based fire engineering of structures. CRC press, LondonCrossRefGoogle Scholar
  36. 36.
    Ho C, Tsai W (2011) Recycled concrete using crushed construction waste bricks subject to elevated temperatures. Adv Mater Res 152–153:1–10Google Scholar
  37. 37.
    Kim Y, Lee T, Kim G (2013) An experimental study on the residual mechanical properties of fiber reinforced concrete with high temperature and load. Mater Struct 46(4):607–620CrossRefGoogle Scholar
  38. 38.
    White DJ, Take WA, Bolton MD (2003) Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Géotechnique 53(7): 619–631.CrossRefGoogle Scholar
  39. 39.
    Gales JA, Bisby LA, Stratford T (2012) New parameters to describe high temperature deformation of prestressing steel determined using digital image correlation. Struct Eng Int 22(4): 476–486CrossRefGoogle Scholar
  40. 40.
    Destrebecq J-F, Toussaint E, Ferrier E (2010) Analysis of cracks and deformations in a full scale reinforced concrete beam using a digital image correlation technique. Exp Mech 51(6):879–890CrossRefGoogle Scholar
  41. 41.
    Dutton M, Take WA, Hoult N (2014) Curvature monitoring of beams using digital image correlation. J Bridge Eng 19(3):05013001CrossRefGoogle Scholar
  42. 42.
    Ervine A, Gillie M, Stratford TJ, Pankaj P (2012) Thermal propagation through tensile cracks in reinforced concrete. J Mater Civ Eng 24(5):516–522CrossRefGoogle Scholar
  43. 43.
    Lee C, Take W, Hoult N (2012) Optimum accuracy of two-dimensional strain measurements using digital image correlation. J Comput Civ Eng 26(6):795–803CrossRefGoogle Scholar
  44. 44.
    Spyrou S, Davison J (2001) Displacement measurement in studies of steel t-stub connections. J Constr Steel Res 57(6):649–661CrossRefGoogle Scholar
  45. 45.
    Varma A, Hong S, Choe L (2013) Fundamental behaviour of cft beam-columns under fire loading. Steel Compos Struct 15(6):679–703CrossRefGoogle Scholar
  46. 46.
    Hager I (2014) Colour change in heated concrete. Fire Technol 50:945–958CrossRefGoogle Scholar
  47. 47.
    Tabsh S, Abdelfatah A (2009) Influence of recycled concrete aggregates on strength properties of concrete. Constr Build Mater 23(2):1163–1167CrossRefGoogle Scholar
  48. 48.
    Poon C, Shui Z, Lam L (2004). Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates. Constr Build Mater 18(6):461–468CrossRefGoogle Scholar
  49. 49.
    Kou S, Poon C (2015) Effect of the quality of parent concrete on the properties of high performance recycled aggregate concrete. Constr Build Mater 77:501–508CrossRefGoogle Scholar
  50. 50.
    CEN (2004) Eurocode 2: design of concrete structures—part 1-2: general rules—structural fire design. LondonGoogle Scholar
  51. 51.
    Jansson R (2013) Fire spalling of concrete. PhD thesis. KTH Architecture and the Built EnvironmentGoogle Scholar
  52. 52.
    Siddique R, Kaur D (2012) Properties of concrete containing ground granulated blast furnace slag (GGBFS) at elevated temperatures. J Adv Res 3(1):45–51CrossRefGoogle Scholar
  53. 53.
    Li Q, Li Z, Yuan G (2012) Effects of elevated temperatures on properties of concrete containing ground granulated blast furnace slag as cementitious material. Constr Build Mater 35:687–692MathSciNetCrossRefGoogle Scholar
  54. 54.
    Bahr O, Schaumann P, Bollen B, Bracke J (2013) Young’s Modulus and Poisson’s ratio of concrete at high temperatures: experimental investigations. Mater Des 45:421–429CrossRefGoogle Scholar
  55. 55.
    Barret J (1854) On the construction of fire proof buildings. Proc Inst Civ Eng 883:244–272Google Scholar
  56. 56.
    Woolson I (1905) Investigation of the effect of heat upon the crushing strength and elastic properties of concrete. American Society for Testing and Materials, PhiladelphiaGoogle Scholar
  57. 57.
    Dwaikat M, Kodur V (2009) Hydrothermal model for predicting fire-induced spalling in concrete structural systems. Fire Saf J 44:425–434CrossRefGoogle Scholar
  58. 58.
    Mindeguia JC, Piminetta P, Noumowe A, Kanema M (2010) Temperature, pore pressure and mass variation of concrete subjected to high temperature—experimental and numerical discussion on spalling risk. Cem Concr Res 40:477–487CrossRefGoogle Scholar
  59. 59.
    Fu Y, Li L (2011) Study on mechanism of thermal spalling in concrete exposed to elevated temperatures. Mater Struct 44:361–376CrossRefGoogle Scholar
  60. 60.
    Huismann S, Weise F, Meng B, Schneider U (2012) Transient strain of high strength concrete at elevated temperatures and the impact of polypropylene fibers. Mater Struct 45:793–801CrossRefGoogle Scholar
  61. 61.
    Jansson R (2013) Fire spalling of concrete—a historical overview. In: Proceedings of the 3rd International RILEM Workshop on Concrete Spalling due to Fire Exposure. Paris, France, September Google Scholar
  62. 62.
    Maluk C (2014) Development and application of a novel test method for studying the fire behaviour of CFRP prestressed concrete structural elements. PhD Thesis, University of EdinburghGoogle Scholar
  63. 63.
    Klingsh E, Frangi A, Fontana M (2013) Explosive spalling of concrete in fire: test report number 351Google Scholar
  64. 64.
    Gales J, Bisby L, Gillie M (2011) Unbonded post tensioned concrete in fire: a review of data from furnace tests and real fires. Fire Saf J 46(4):151–163CrossRefGoogle Scholar
  65. 65.
    Bailey CG, Ellobody E (2009a) Comparison of unbonded and bonded post-tensioned concrete slabs under fire conditions. Struct Eng 87(19):23–31Google Scholar
  66. 66.
    Bailey CG, Ellobody E (2009b) Fire tests on unbonded post-tensioned one-way concrete slabs. Mag Concr Res 61(1):67–76CrossRefGoogle Scholar
  67. 67.
    Gales J (2013) Unbonded post-tensioned concrete structures in fire. PhD Thesis, University of EdinburghGoogle Scholar
  68. 68.
    ASTM (2006) C131-06 standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. ASTM International, PhiladelphiaGoogle Scholar

Copyright information

© Springer Science+Business Media New York 2015

Authors and Affiliations

  1. 1.Carleton UniversityOttawaCanada
  2. 2.University of EdinburghEdinburghUK
  3. 3.University of SaskatchewanSaskatoonCanada
  4. 4.Queen’s UniversityKingstonCanada

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