Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

References

1 
Bentz, D. P. (1997), Three-dimensional computer simulation of Portland cement hydration and microstructure development, Journal of American Ceramic Society, 80(1), 3-21.URL
2 
Cao, M., Li, L., Yin, H., and Ming, X. (2019), Microstructure and strength of calcium carbonate (CaCO3) whisker reinforced cement paste after exposed to high temperatures, Fire Technology, 55, 1983-2003.DOI
3 
Crozier D. A., and Sanjayan, J. G. (1999), Chemical and physical degradation of concrete at elevated temperature, Concrete in Australia, 25, 18-20.URL
4 
Gao, D., Luo, C., Liu, Y., Dai, P., and Lu, J. (2021), An X-ray fluorescence (XRF) analysis of a molecular layer deposition (MLD) method used in producing cement from phosphogypsum, Spectroscopy, 36(7), 37-43.URL
5 
Han, C. G., Han, M. C., and Heo, Y. S. (2009), Improvement of residual compressive strength and spalling resistance of high-strength RC columns subjected to fire, Construction and Building Materials, 23(1), 107-116.DOI
6 
Harmathy, T. Z. (1970), Thermal properties of concrete at elevated temperatures, ASTM Journal 5, 47-74.URL
7 
Heo, Y. S. (2010), Synergistic effect of combined fibers for spalling protection of concrete in fire, Cement and Concrete Research, 40, 1546-1554.DOI
8 
Heo, Y. S. (2016), Effect of elevated temperatures on chemical properties, microstructure and carbonation of cement paste, Journal of Ceramic Processing Research, 17(6), 648-652.URL
9 
Heo, Y. S. (2016), Development of the world's first foundational technology for predicting the Secondary and long-term Behavior of fire-damaged concrete structures and evaluating residual durability within 30 days, Korea Agency for Infrastructure Technology Advancement (KAIA), 15-214.URL
10 
Heo, Y. S. (2020), Development of feasible technology for evaluating thermal damage level of concrete in fire scenes, Korea Institute of Civil Engineering and Building Technology (KICT), 29-119.URL
11 
Kim, S. S., Lee, J. B., Kim, I. K., and Song, J. J. (2013), A Study on the highest exposure temperatures of exposed reinforced concrete structures at fire, Journal of the Korea Institute for Structural Maintenance and Inspection,17(2), 94-100 (in Korean).DOI
12 
Li, Y., Mi, T., Liu, Dong, Z., Dong, B., Tang, L., and Xing, F. (2021), Chemical and mineralogical characteristics of carbonated and uncarbonated cement pastes subjected to high temperatures, Composites Part B: Engineering, 216, 108861.DOI
13 
Lin, W. M., Lin, T. D. and Powers-Couche, L. J. (1996), Microstructures of fire-damaged concrete, ACI Materials Journal, 93(13), 199-205.DOI
14 
RILEM TC129-MHT (2000), Test method for mechanical properties of concrete at high temperature, RILEM Publications SARL, 33, 6-13.URL
15 
Song, H. (2003) Mechanical properties and pore structure of a cement matrix at high temperature, Ph.D Thesis, Tokyo University, Japan.URL