Evaluation on Mechanical Properties of High Strength Light-Weight Concrete with Elevated Temperature and loading |
Kim, Gyu-Yong
(Dept. of Architectural Engineering, Chungnam National University)
Kim, Young-Sun (Dept. of Architectural Engineering, Chungnam National University) Choe, Gyeong-Cheol (Dept. of Architectural Engineering, Chungnam National University) Park, Hyun-Gil (Dept. of Architectural Engineering, Chungnam National University) Lee, Tae-Gyu (Dept. of Architectural Engineering, Chungnam National University) |
1 | Comite Europeen de Normalisation (CEN), Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1-2: General Rules-Structural Fire Design, CEN ENV, 1994, pp. 24-25. |
2 | Comite Europeen de Normalisation (CEN), prENV 1992-1-2: Eurocode 2: Design of Concrete Structures, Part 1-2: Structural Fire Design, CEN/TC 250/SC 2, 1993, pp. 26-32. |
3 | RILEM Technical Committee, "Compressive Strength for Service and Accident Conditions," Materials and Structures, 1995, pp. 410-414. |
4 | RILEM Technical Committee, "Recommendation: Part 6-Thermal Strain," Materials and Structures, 1997, pp. 17-21. |
5 | RILEM Technical Committee, "Rrecommendation: Part 7-Transient Creep", Materials and Structures, 1998, pp. 290-295. |
6 | American Concrete Institute, "State-of-the Art Report on High-Strength Concrete," ACI 363R-92, 1992, pp. 8-12. |
7 | Kodur, V. K. R. and Sultan, M. A., "Effect of Temperature on Thermal Properties of High-Strength Concrete," Journal of Materials in Civil Engineering, ASCE, Vol. 15, No. 2, 2003, pp. 101-107. DOI ScienceOn |
8 | Hertz, K. D., "Concrete Strength for Fire Safety Design," Magazine of Concrete Research, Vol. 57, No. 8, 2005, pp. 445-453. DOI ScienceOn |
9 | Light Concrete LLC, High-Strength Structural Light Weight Concrete, 2003, pp. 8-15. |
10 | Abrams, M. S., Compressive Strength of Concrete at Temperatures to 1600F, American Concrete Institute (ACI) SP25, Temperature and Concrete, Detroit, Michigan, 1971, pp. 1-10. |
11 | Crozier, D. A. and Sanjayan, J. G., "Tests of Load-Bearing Slender Reinforced Concrete Walls in Fire," ACI Materials Journal, Vol. 97, No. 2, 2000, pp. 243-251. |
12 | Kim, .G. Y., Kim, Y. S., and Lee, T. G., "Compressive Strength of Lightweight High-Strength Concrete Subjected to High Temperatures," Tenth ACI International Conference on Recent Advances in Concrete Technology and Sustainability Issues, Seville, Spain, 2009, pp. 287-296. |
13 | Comites Euro-International Du Beton, Fire Design of Concrete Structures-in accordance with CEB/FIP Model Code 90 (Final Draft), CEB Bulletin D'Information, Lausanne, Switzerland, No. 208, 1991, pp. 33-48. |