Effect of Wall Thickness on Thermal Behaviors of RC Walls Under Fire Conditions |
Kang, Jiyeon
(Department of Architectural Engineering, Ewha Womans University)
Yoon, Hyunah (Department of Architectural Engineering, Ewha Womans University) Kim, Woosuk (School of Architecture, Kumoh National Institute of Technology) Kodur, Venkatesh (Department of Civil and Environmental Engineering, Michigan State University) Shin, Yeongsoo (Department of Architectural Engineering, Ewha Womans University) Kim, Heesun (Department of Architectural Engineering, Ewha Womans University) |
1 | ABAQUS. (2010). Theory manual version 6.10-3. Providence, RI: Dassault Systemes Simulia Corp. |
2 | ACI committee 318-11. (2011). Building code requirements for structural concrete (ACI 318-11). Farmington Hills, MI: American Concrete Institute. |
3 | Bazant, Z. P., & Thonguthai, W. (1979). Pore pressure in heated concrete walls: theoretical prediction. Magazine of Concrete Research, 31(107), 67-76. DOI |
4 | Beyea, S. D., Balcom, B. J., Bremner, T. W., Prado, P. J., Green, D. P., Armstrong, R. L., & Grattan-Bellew, P. E. (1998). Magnetic resonance imaging and moisture content profiles of drying concrete. Cement and Concrete Research, 28(3), 453-463. DOI |
5 | Choi, J., Haj-Ali, R., & Kim, H. (2012). Integrated fire dynamic and thermomechanical modeling of a bridge under fire. Structural Engineering and Mechanics, 42(6), 815-829. DOI |
6 | Consolazio, G. R., McVay, M. C., Rish, I. I. I., & J. W., (1998). Measurement and prediction of pore pressures in saturated cement mortar subjected to radiant heating. ACI Structural Journal, 95(5), 525-536. |
7 | Crozier, D. A., & Sanjayan, J. G. (2000). Test of load-bearing slender reinforced concrete walls in fire. ACI Structural Journal, 97(2), 243-253. |
8 | Lee, S., & Lee, C. (2013). Fire resistance of reinforced concrete bearing walls subjected to all-sided fire exposure. Materials and Structures, 46(6), 943-957. DOI |
9 | Kodur, V. K. R., & Phan, L. (2007). Critical factors governing the fire performance of high strength concrete systems. Fire Safety Journal, 42(6), 482-488. DOI |
10 | Lee, T.-G. (2009). Prediction of moisture migration of concrete including internal vaporization in fire. Journal of Korean Institute of Fire Science & Engineering, 13(5), 17-23. |
11 | Ngo, T., Fragomeni, S., Mendis, P., & Ta, B. (2013). Testing of normal- and high- strength concrete walls subjected to both standard and hydrocarbon fires. ACI Structural Journal, 110(3), 503-510. |
12 | Schneider, U. (1982). Behaviour of concrete at high temperatures, German committee for reinforced concrete (pp. 1-122). Berlin, Germany: Heft 377, Verlag, W. Ernst and Sohn. |
13 | NIST. (1997). Spalling phenomena of HPC and OC. |
14 | O'Meagher, A. J., & Bennetts, I. D. (1991). Modeling of concrete walls in fire. Fire Safety Journal, 17(4), 315-335. DOI |
15 | Regulation for refuge and prevention of fire in building, Korea ministry of land, infrastructure and transport, 2015. (in Korean) |
16 | Selih, J., Sousa, A. C. M., & Bremner, T. W. (1994). Moisture and heat flow in concrete walls exposed to fire. ASCE Journal of Engineering Mechanics, 120(10), 2028-2043. DOI |
17 | Szoke, S. S. (2006). Resistance to fire and high temperature (pp. 274-287). Arlington, VA: Portland Cement Association, Research & Development Information. |
18 | Hamarthy, T. A. (1965). Effect of moisture on the fire endurance of building elements. West Conshohocken, PA: ASTM Publication STP 385, American Society of Testing and Materials. |
19 | Dwaikat, M. B., & Kodur, V. K. R. (2009). Hydrothermal model for predicting fire-induced spalling in concrete structural systems. Fire Safety Journal, 44(3), 425-434. DOI |
20 | Eurocode 2. (2006). Design of concrete structure-part 1-2: General rules-structural fire design. BS EN 1992-1-2:2006. |
21 | ISO 834-2012. (2012). ISO fire resistance test-elements of building construction, International Organization of Standardization, Geneva, Switzerland. |
22 | Jansson, R. (2004). Measurement of thermal properties at elevated temperatures-Brandforsk project 328-031, SP Swedish National Testing and Research Institute. |
23 | KCI design recommendations. (2012). Concrete design code and commentary. Seoul, Korea: Korea Concrete Institute. (in Korean) |
24 | Khoylou, N. (1997). Modeling of moisture migration and spalling behavior in non-uniformly heated concrete, Ph.D. Thesis, Imperial College, UK. |
25 | Kodur, V. K. R., Dwaikat, M. M. S., & Dwaikat, M. B. (2008). High-temperature properties of concrete for fire resistance modeling of structures. ACI Materials Journal, 105(5), 517-527. |
26 | Ko, J. W., Ryu, D. W., Lee, M. H., & Lee, S. H. (2007). Study on the behavior of microstructure and spalling mechanism by heat and moisture movement in concrete under fire environment. Journal of the Architectural Institute of Korea Structure & Construction, 23(12), 107-116. (in Korean) |
27 | Kodur, V. K. R. (2014). Properties of concrete at elevated temperatures, ISRN Civil engineering. |