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http://dx.doi.org/10.11112/jksmi.2014.18.3.028

State-of-the-Art Research and Experimental Assessment on Fire-Resistance Properties of High Strength Concrete  

Kim, Woo-Suk (금오공과대학교 건축학부)
Kang, Thomas H.K. (서울대학교 건축학과)
Kim, Wha-Jung (경북대학교 건축토목공학부)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.18, no.3, 2014 , pp. 28-39 More about this Journal
Abstract
This paper reviews past literatures relevant to fire-resistance properties of high strength concrete and investigates spalling mechanism of high strength concrete in fire. First, literatures were reviewed on spalling occurrence and fire-resistance methods. Second, a chemical change of concrete components in an elevated temperature was presented. Finally, the mechanism of the spalling occurrence and spalling resistance were examined in terms of hybrid fiber content. The focus of the experimental study as part of this research is to investigate the effects of fire on the variation of thermal properties of high strength concrete, which tends to be used in super tall buildings. This experimental study was devised to investigate the fire-resistance performance of high strength concrete containing hybrid fibers. A total of 48 test specimens were exposed to high temperature ranging from $100^{\circ}C$ to $700^{\circ}C$, including room temperature (${\sim}20^{\circ}C$). Test results provide valuable information regarding fire-resistance properties of strength concrete with 100 MPa or greater.
Keywords
High strength concrete; Fire-resistance properties; Hybrid fiber;
Citations & Related Records
Times Cited By KSCI : 16  (Citation Analysis)
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1 Yang, H., Lin, Y., Hsiao, C., and Liu, J. Y. (2009), Evaluating Residual Compressive Strength of Concrete at Elevated Temperatures Using Ultrasonic Pulse Velocity, Fire Safety Journal, 44, 121-130.   DOI   ScienceOn
2 Phan, L. T., and Carino, N. J. (2002), Effects of Test Conditions and Mixture Proportions on Behavior of High-Strength Concrete Exposed to High Temperatures, ACI Materials Journal, 99(5), 54-66.
3 Song, H., and Soh, Y. S. (2004), Variation of Pore Structure of High Strength Concrete Including Silica Fume Exposed to High Temperature, Journal of the Korea Concrete Institute, 16(5), 597-604 (in Korean, with English abstract).   과학기술학회마을   DOI   ScienceOn
4 Xiao, J., and Falkner, H. (2006), On Residual Strength of High-Performance Concrete with and without Polypropylene Fibres at Elevated Temperatures, Fire Safety Journal, 41, 115-121.   DOI   ScienceOn
5 You, J. Y., and Han, C. G. (2008), The Influence of Polymer Contents and Appearance on Spalling Prevention of High Strength Concrete, The 4th Collection of Excellent Graduation Paper of the Architectural Institute of Korea, 4(1), 55-58 (in Korean, with English abstract).
6 Kim, H. Y., Chae, H. S., Jeon, H. K., and Youm, K. S. (2010), Proposal for the Model and Properties of Compressive Strength at High Temperature for the High Strength Concrete Mixed with Fiber Cocktail, Proceedings of the Korea Concrete Institute, 22(1), 605-608 (in Korean, with English abstract).
7 Kalifa, P., Chene, G., and Galle, C. (2001), High-Temperature Behaviour of HPC with Polypropylene Fibres from Spalling to Microstructure, Cement and Concrete Research, 31, 1487-1499.   DOI   ScienceOn
8 Han, C. G., Yang, S. H., Lee, B. Y., Hwang, I. S., and Jun, S. C. (2002), Properties of Fire Resistance of High Performance Concrete with Varying Contents of Polypropylene Fiber and Specimen Size, Journal of the Korea Concrete Institute, 14(4), 449-456 (in Korean, with English abstract).   과학기술학회마을   DOI
9 Han, M. C., and Choi, H. K. (2011), The Effect on Mechanical Properties and Micro-structure of High Strength Concrete at Elevated Temperatures, Journal of the Architectural Institute of Korea, 27(3), 123-130 (in Korean, with English abstract).   과학기술학회마을
10 Hertz, K. D. (1992), Danish Investigations on Silica Fume Concrete at Elevated Temperatures, ACI Materials Journal, 89(4), 345-347.
11 Han, C. G., Jee, S. W., Kim, K. M., Heo, Y. S., and Kim, S. H. (2006b), Investigation of Fire Resistance Performance of High Performance Concrete Containing PP & PVA Fiber, Journal of the Architectural Institute of Korea, 22(10), 77-84 (in Korean, with English abstract).   과학기술학회마을
12 Han, C. G., Han, M. C., Kim, W. K., and Lee, J. S. (2009), Effect of Admixture Types and PP Fiber on the Development of Spalling Resistance of High Strength Concrete, Journal of the Architectural Institute of Korea, 25(11), 105-112 (in Korean, with English abstract).   과학기술학회마을
13 Han, C. G., Hwang, I. S., Lee, J. S., and Kim, K. M. (2006a), Spalling and Fire Enduring Properties of High Strength RC Column Subjected to Axial Load Depending on Fiber Contents, Journal of the Korea Concrete Institute, 18(1), 83-90 (in Korean, with English abstract).   과학기술학회마을   DOI
14 Han, C. G., Hwang, Y. S., and Jung, D. W. (2003), Performance of Spalling Resistance of High Performance Concrete with PP Fiber Contents and Lateral Confinement, Journal of the Architectural Institute of Korea, 19(1), 61-68 (in Korean, with English abstract).   과학기술학회마을
15 Kim, S. S., and Park, K. P. (2011), Fire Damages and Deterioration of Concrete Structures, Magazine of the Korea Concrete Institute, 23(3), 28-31 (in Korean).
16 Kalifa, P., Menneteau, F. D., and Quenard, D. (2000), Spalling and Pore Pressure in HPC at High Temperatures, Cement and Concrete Research, 30, 1915-1927.   DOI   ScienceOn
17 Kim, G. Y., Kim, Y. S., Lee, T. G., Park, C. K., and Lee, S. H. (2008), Evaluation for Mechanical Properties of High Strength Concrete at High Temperature by Stressed Test and Unstressed Test, Journal of the Korea Concrete Institute, 20(5), 583-592 (in Korean, with English abstract).   과학기술학회마을   DOI   ScienceOn
18 Kim, H. Y., Seo, C. H., and Shin, H. J. (2005), An Experimental Study on the Mechanical Properties by Compressive Strength Areas at High Temperature, Journal of the Architectural Institute of Korea, 21(7), 55-66 (in Korean, with English abstract).   과학기술학회마을
19 Kim, Y. S., Choi, H. G., Ohmiya, Y., and Kim, G. Y. (2011), Effect of Aggregate on Mechanical Properties of Ultra-High Strength Concrete Exposed to High Temperature, Journal of the Korea Concrete Institute, 23(4), 431-440 (in Korean, with English abstract).   과학기술학회마을   DOI   ScienceOn
20 Noumowe, A. N., Siddique, R., and Debicki, G. (2009), Permeability of High-Performance Concrete Subjected to Elevated Temperature ($600^{\circ}C$), Construction and Building Materials, 23, 1855-1861.   DOI   ScienceOn
21 Husem, M. (2006), The Effects of High Temperature on Compressive and Flexural Strengths of Ordinary and High-Performance Concrete, Fire Safety Journal, 41, 155-163.   DOI   ScienceOn
22 Han, C. G., Han, M. C., and Heo, Y. S. (2007), New Proposal for Spalling Mechanism in High Strength Concrete, Journal of the Architectural Institute of Korea, 23(11), 109-117 (in Korean, with English abstract).   과학기술학회마을
23 Han, C. G., Kim, S. S., Kim, S. S., and Jang, K. H. (2008b), Preventing Spalling of High Performance Concrete Depending on the Length Variation and Contents of NY & PP Fibers, Journal of the Architectural Institute of Korea, 24(11), 69-76 (in Korean, with English abstract).   과학기술학회마을
24 Han, C. G., Yang, S. H., Han, M. C., and Pei, C. C. (2008a), The Influence of Polymer Contents and Appearance on Spalling Prevention of High Strength Concrete, Journal of the Architectural Institute of Korea, 24(5), 93-100.   과학기술학회마을
25 Hammer, T. A. (1995), High-Strength Concrete Phase 3, Compressive Strength and E-modulus at Elevated Temperatures, Fire Resistance, SP-6, STF70-A95023, Report 6.1, SINTEF Structures and Concrete.
26 Arioz, O. (2007), Effects of Elevated Temperatures on Properties of Concrete, Fire Safety Journal, 42, 516-522.   DOI   ScienceOn
27 Castillo, C., and Durrani, A. J. (1990), Effect of Transient High Temperature on High-Strength Concrete, ACI Materials Journal, 87(1), 47-53.
28 Consolazio, G. R., McVay, M. C., and Rish III, J. W. (1998), Measurement and Prediction of Pore Pressures in Saturated Cement Mortar Subjected to Radiant Heating, ACI Materials Journal, 95(5), 525-536.
29 Jung, H. K., Son, H. J., Lee, B. H., Han, M. C., Yang, S. H., and Han, C. G. (2009), Spalling of the High Strength Concrete Depending on Specimens Size, Proceedings of the Architectural Institute of Korea, 29(1), 571-574 (in Korean, with English abstract).
30 Janotka, I., and Bagel, L. (2002), Pore Structures, Permeabilities, and Compressive Strengths of Concrete at Temperatures up to $800^{\circ}C$, ACI Materials Journal, 99(2), 196-200.
31 Kim, Y. S., Lee, T. G., Nam, J. S., Park, G. Y., and Kim, G. Y. (2011), A Study on the Residual Mechanical Properties of Fiber Reinforced Concrete with High Temperature and Load, Journal of the Korea Concrete Institute, 23(3), 321-330 (in Korean, with English abstract).   과학기술학회마을   DOI   ScienceOn
32 Li, Z. M., Shin, Y. S., No, S. R., Cho, C. H., and Kim, J. S. (2010), A Study on Fire Resistance Properties of High Strength Concrete Mixed Fiber, Proceedings of the Architectural Institute of Korea, 30(1), 251-252 (in Korean, with English abstract).
33 Pei, C. C., Noh, S. K., Han, M. C., Lee, J. H., Ahn, T. S., and Han, C. G. (2007), A Fundamental Study on the Fire Resistance Performance of Tunnel Concrete Depending on with Various Fiber Types and Adding Ratios, Proceedings of the Korea Concrete Institute, 19(1), 895-898 (in Korean, with English abstract).
34 Pei, C. C., Yoo, S. Y., Jee, S. W., Hann, C. P., Yang, S. H., and Han, C. G. (2006), Spalling Resistance of 60MPa High Strength Concrete, Proceedings of the Architectural Institute of Korea, 26(1), 361-364 (in Korean, with English abstract).
35 Hong, S. W., and Yang, K. H. (2005), An Evaluation on the Variation of Mechanical Properties of High-Strength Concrete Subjected to High Temperature, Journal of the Architectural Institute of Korea, 21(12), 43-50 (in Korean, with English abstract).   과학기술학회마을