Advances in concrete construction

  • 제2권2호
  • /
  • Pages.145-162
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  • 2014
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Fracture toughness of high performance concrete subjected to elevated temperatures Part 1 The effects of heating temperatures and testing conditions (hot and cold)

  • Zhang, Binsheng (School of Engineering and Built Environment, Glasgow Caledonian University) ;
  • Cullen, Martin (School of Engineering and Built Environment, Glasgow Caledonian University) ;
  • Kilpatrick, Tony (School of Engineering and Built Environment, Glasgow Caledonian University)
  • 투고 : 2013.11.25
  • 심사 : 2014.06.20
  • 발행 : 2014.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, the fracture toughness $K_{IC}$ of high performance concrete (HPC) was determined by conducting three-point bending tests on eighty notched HPC beams of $500mm{\times}100mm{\times}100mm$ at high temperatures up to $450^{\circ}C$ (hot) and in cooled-down states (cold). When the concrete beams exposed to high temperatures for 16 hours, both thermal and hygric equilibriums were generally achieved. $K_{IC}$ for the hot concrete sustained a monotonic decrease tendency with the increasing temperature, with a sudden drop at $105^{\circ}C$. For the cold concrete, $K_{IC}$ sustained a two-stage decrease trend, dropping slowly with the heating temperature up to $150^{\circ}C$ and rapidly thereafter. The fracture energy-based fracture toughness $K_{IC}$' was found to follow similar decrease trends with the heating temperature. The weight loss, the fracture energy and the modulus of rapture were also evaluated.

키워드

참고문헌

  1. Abe, T., Furumura, F., Tomatsuri, K., Kuroha, K. and Kokubo, I. (1999), "Mechanical properties of high strength concrete at high temperatures", J. Struct. Construct. Eng., 515, 163-168.
  2. Baker, G. (1996), "The effect of exposure to elevated temperatures on the fracture energy of plain concrete", R ILEM Mater. Struct., 29, 383-388. https://doi.org/10.1007/BF02486347
  3. Bangi, M.R. and Horiguchi, T. (2011), "Pore pressure development in hybrid fibre-reinforced high strength concrete at elevated temperatures", Cement Concrete Res., 41, 1150-1156. https://doi.org/10.1016/j.cemconres.2011.07.001
  4. Bazant, Z.P. and Oh, B.H. (1983), "Crack band theory for fracture of concrete", RILEM Mater. Struct., 16(93), 155-177.
  5. Bazant, Z.P. (1984), "Size effect in blunt fracture: concrete rock and metal", ASCE J. Eng. Mech., 110(4), 518-535. https://doi.org/10.1061/(ASCE)0733-9399(1984)110:4(518)
  6. Bazant, Z.P., Kim, J.K. and Pfeiffer, P.A. (1986), "Nonlinear fracture properties from size effect tests", ASCE J. Struct. Eng., 112(2), 289-307. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:2(289)
  7. Bazant, Z.P. and Prat, P.C. (1988), "Effect of temperature and humidity on fracture energy of concrete", ACI Mater. J., 85(4), 262-271.
  8. Bazant, Z.P. and Kaplan, M.F. (1996), Concrete at High Temperatures: Material Properties and Mathematical Models, Longman Group Limited, Harlow Essex, England.
  9. Chen, B. and Liu, J. (2004), "Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures", Cement Concrete Res., 34, 1065-1069. https://doi.org/10.1016/j.cemconres.2003.11.010
  10. Culfik, M.S. and O zturan, T. (2002), "Effect of elevated temperatures on the residual mechanical properties of high-performance mortar", Cement Concrete Res., 32, 809-816. https://doi.org/10.1016/S0008-8846(02)00709-3
  11. Elices, M., Guinea, G.V. and Planas, J. (1992), "Measurement of the fracture energy using three-point bend tests: part 3 - influence of cutting the P-$\delta$ tail", RILEM Mater. Struct., 25, 137-163. https://doi.org/10.1007/BF02472426
  12. Felicetti, R. and Gambarova, P.G. (1998), "Effects of high temperatures on the residual compressive strength of high-strength siliceous concretes", ACI Mater. J., 95(4), 395-406.
  13. Gettu, R., Bazant, Z.P. and Karr, M.E. (1990), "Fracture properties and brittleness of high-strength concrete", ACI Mater. J., 87(6), 608-618.
  14. Guinea, G.V., Planas, J. and Elices, M. (1992), "Measurement of the fracture energy using three-point bend tests: part 1 - influence of experimental procedures", RILEM Mater. Struct., 25, 212-218. https://doi.org/10.1007/BF02473065
  15. Haghighi, A., Koohkan, M.R. and Shekarchizadeh, M. (2007), "Optimising concrete using group method of data handling and genetic programme", 32nd Conference on Our World in Concrete and Structures, Singapore.
  16. Hamoush, S.A., Abdel-Fattah, H. and McGinley, M.W. (1998), "Residual fracture toughness of concrete exposed to elevated temperature", ACI Materials J., 95(6), 689-694.
  17. Hillerborg, A., Modeer, M. and Petersson, P.E. (1976), "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements", Cement Concrete Res., 6(6), 773-782. https://doi.org/10.1016/0008-8846(76)90007-7
  18. Ince, R. (2010), "Determination of concrete fracture parameters based on two-parameter and size effect models using split-tension cubes", Eng. Fract. Mech., 77, 2233-2250. https://doi.org/10.1016/j.engfracmech.2010.05.007
  19. Kanellopoulos, A., Farhat, F.A., Nicolaides, D. and Karihaloo, B.L. (2009), "Effect of elevated temperatures on the residual mechanical properties of high-performance mortar", Cement Concrete Res., 39, 1087-1094. https://doi.org/10.1016/j.cemconres.2009.07.008
  20. Kaplan, M.F. (1961), "Crack propagation and the fracture of concrete", ACI J., 58(5), 591-610.
  21. Karihaloo, B.L. and Nallathambi, P. (1989), "An improved effective crack model for the determination of fracture toughness of concrete", Cement Concrete Res., 19, 603-610. https://doi.org/10.1016/0008-8846(89)90012-4
  22. Karihaloo, B.L., Murthy, A.R. and Iyer, N.R. (2013), "Determination of size-independent specific fracture energy of concrete mixes by the tri-linear model", Cement Concrete Res., 49, 82-88. https://doi.org/10.1016/j.cemconres.2013.03.010
  23. Kwon, S.H., Zhao, Z. and Shah, S.P. (2008), "Effect of specimen size on fracture energy and softening curve of concrete: Part II. Inverse analysis and softening curve", Cement Concrete Res., 38, 1061-1069. https://doi.org/10.1016/j.cemconres.2008.03.014
  24. Murthy, A.R., Karihaloo, B.L., Iyer, N.R., and Raghu Prasad, B.K. (2013), "Determination of sizeindependent specific fracture energy of concrete mixes by the two methods", Cement Concrete Res., 50, 19-25. https://doi.org/10.1016/j.cemconres.2013.03.015
  25. Nallathambi, P., Karihaloo, B.L. and Heaton, B.S. (1984), "Effect of specimen and crack sizes, water/cement ratio and coarse aggregate texture upon fracture toughness of concrete", M. Concrete Res., 36(129), 227-236. https://doi.org/10.1680/macr.1984.36.129.227
  26. Nielsen, C.V. (1995), "Ultra high-strength steel fibre reinforced concrete, Part I Basic strength properties of compresit matrix", Ph.D. Dissertation, Department of Structural Engineering, Technical University of Denmark, Denmark.
  27. Nielsen, C.V. and Bicanic, N. (2003), "Residual fracture energy of high-performance and normal concrete subject to high temperatures", RILEM Mater. Struct., 36(8), 515-521. https://doi.org/10.1617/13880
  28. Peng, G.F., Yang, W.W., Zhao, J., Liu, Y.F., Bian, S.H. and Zhao, L.H. (2006), "Explosive spalling and residual mechanical properties of fiber-toughened high-performance concrete subjected to high temperatures", Cement Concrete Res., 36, 723-727. https://doi.org/10.1016/j.cemconres.2005.12.014
  29. Phan, L.T. and Carino, N.J. (1998), "Review of mechanical properties of HSC at elevated temperature", ASCE J. Mater. Civil Eng., 10(1), 58-64. https://doi.org/10.1061/(ASCE)0899-1561(1998)10:1(58)
  30. Phillips, D.V. and Zhang, B. (1993), "Direct tension tests on notched and un-notched plain concrete specimens", M. Concrete Res., 45, 25-35. https://doi.org/10.1680/macr.1993.45.162.25
  31. Planas, J., Elices, M. and Guinea, G.V. (1992), "Measurement of the fracture energy using three-point bend tests: part 2 - influence of bulk energy dissipation", RILEM Mater. Struct., 25, 305-312. https://doi.org/10.1007/BF02472671
  32. Prokoski, G. (1995), "Fracture toughness of concrete at high temperature", J. Mater. Sci., 30, 1609-1612. https://doi.org/10.1007/BF00375272
  33. Pu, X. (2012), Super-High-Strength High Performance Concrete, CRC Press.
  34. RILEM Technical Committee 50 FMC (1985), "Draft recommendation: determination of the fracture energy of mortar and concrete by means of three-point bend test on notched beams", RILEM Mater. Struct., 18(106), 285-290. https://doi.org/10.1007/BF02472917
  35. RILEM Technical Committee 89 FME (1990a), "Draft recommendation: determination of fracture parameters ( $K^{s}_{IC}$ and $CTOD_{c}$) of plain concrete using three-point bend tests", RILEM Mater. Struct., 23, 457-460. https://doi.org/10.1007/BF02472029
  36. RILEM Technical Committee 89 FME (1990b), "Draft recommendation: size-effect method for determining fracture energy and process zone size of concrete", RILEM Mater. Struct., 23, 461-465. https://doi.org/10.1007/BF02472030
  37. Rossello, C. and Elices, M. (2004), "Fracture of model concrete 1. Types of fracture and crack path", Cement Concrete Res., 34, 1441-1450. https://doi.org/10.1016/j.cemconres.2004.01.028
  38. Rossello, C., Elices,M. and Guinea, G.V. (2006), "Fracture of model concrete: 2. Fracture energy and characteristic length", Cement Concrete Res., 36, 1345-1353. https://doi.org/10.1016/j.cemconres.2005.04.016
  39. Schneider, U. (1988), "Concrete at high temperatures - a general review", Fire Safety J., 13, 55-68. https://doi.org/10.1016/0379-7112(88)90033-1
  40. Shah, S.P. (1990), "Experimental methods for determining fracture process zone and fracture parameters", Eng. Fract. Mech., 35(1/2/3), 3-14. https://doi.org/10.1016/0013-7944(90)90178-J
  41. Ulm, F.-J. and James, S. (2011), "The scratch test for strength and fracture toughness determination of oil well cements cured at high temperature and pressure", Cement Concrete Res., 41, 942-946. https://doi.org/10.1016/j.cemconres.2011.04.014
  42. Watanabe, K., Bangi, M.R. and Horiguchi, T. (2013), "The effect of testing conditions (hot and residual) on fracture toughness of fiber reinforced high-strength concrete subjected to high temperatures", Cement Concrete Res., 51, 6-13. https://doi.org/10.1016/j.cemconres.2013.04.003
  43. Xu, S. and Reinhardt, H.W. (1999a), "Determination of double-K criterion for crack propagation in quasibrittle materials. Part I: Experimental investigation of crack propagation", Inter. J. Fract., 98, 111-149. https://doi.org/10.1023/A:1018668929989
  44. Xu, S. and Reinhardt, H.W. (1999b), "Determination of double-K criterion for crack propagation in quasibrittle materials. Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams", Inter. J. Fract., 98, 151-77. https://doi.org/10.1023/A:1018740728458
  45. Xu, S. and Reinhardt, H.W. (1999), "Determination of double-K criterion for crack propagation in quasibrittle materials. Part III: Compact tension specimens and wedge splitting specimens", Int. J. Fract., 98, 179-193. https://doi.org/10.1023/A:1018788611620
  46. Xu, S. and Reinhardt, H.W. (2000), "A simplified method for determining double-K fracture parameters for three-point bending tests", Inter. J. Fract., 104, 181-209. https://doi.org/10.1023/A:1007676716549
  47. Yan, Y.N., Luo, X. and Sun, W. (2000), "Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800${^{\circ}C}$", Cement Concrete Res., 30, 247-251. https://doi.org/10.1016/S0008-8846(99)00240-9
  48. Yu, K. and Lu, Z. (2013), "Determining residual double-K fracture toughness of post-fire concrete using analytical and weight function method", Mater. Struct., Published on line on 23 May 2013.
  49. Zhang, B., Bicanic, N., Pearce, C.J. and Balabanic, G. (2000a), "Residual fracture properties of normal- and high-strength concrete subject to elevated temperatures", M. Concrete Res., 52(2), 123-136. https://doi.org/10.1680/macr.2000.52.2.123
  50. Zhang, B., Bicanic, N., Pearce, C.J. and Balabanic, G. (2000b), "Assessment of toughness of concrete subjected to elevated temperatures from complete load-displacement curve - Part I: General introduction", ACI Mater. J., 97(5), 550-555.
  51. Zhang, B., Bicanic, N., Pearce, C.J. and Balabanic, G. (2000c), "Assessment of toughness of concrete subjected to elevated temperatures from complete load-displacement curve - Part II: Experimental investigations", ACI Mater. J., 97(5), 556-566.
  52. Zhang, B. and Bicanic, N. (2002a), "Residual fracture toughness of normal- and high-strength gravel concrete after heating to 600${^{\circ}C}$", ACI Mater. J., 99(3), 217-226.
  53. Zhang, B., Bicanic, N., Pearce, C.J. and Phillips, D.V. (2002b), "Relationship between brittleness and moisture loss of concrete exposed to high temperatures", Cement Concrete Res., 32, 363-371. https://doi.org/10.1016/S0008-8846(01)00684-6
  54. Zhang, B. and Bicanic, N. (2006), "Fracture energy of high-performance concrete at high temperatures up to 450${^{\circ}C}$: the effects of heating temperatures and testing conditions (hot and cold)", M. Concrete Res., 58(5), 277-288. https://doi.org/10.1680/macr.2006.58.5.277
  55. Zhang, B. (2011), "Effects of moisture evaporation (weight loss) on fracture properties of high performance concrete subjected to high temperatures", Fire Safety J., 46, 543-549. https://doi.org/10.1016/j.firesaf.2011.07.010
  56. Zhang, B., Cullen, M. and Kilpatrick, T. (2013), "Effects of thermal and hygric gradients on the spalling of high performance concrete subjected to elevated temperatures", The 2013 Internatianl Conference on Computational Technologies in Concrete Structures, 8-12 September 2013, Jeju, Korea.
  57. Zhao, Z., Kwon, S.H. and Shah, S.P. (2008), "Effect of specimen size on fracture energy and softening curve of concrete: Part I. Experiments and fracture energy", Cement Concrete Res., 38, 1049-1060. https://doi.org/10.1016/j.cemconres.2008.03.017

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