Effect of temperature on thermal properties of high-strength concrete

被引:233
作者
Kodur, VKR [1 ]
Sultan, MA [1 ]
机构
[1] Natl Res Council Canada, Inst Res Construct, Ottawa, ON K1A 0R6, Canada
关键词
high strength concrete; temperature; thermal properties; concrete columns; concrete; reinforced;
D O I
10.1061/(ASCE)0899-1561(2003)15:2(101)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
For use in fire resistance calculations, the relevant thermal properties of high-strength concrete (HSC) were determined as a function of temperature. These properties included the thermal conductivity, specific heat, thermal expansion, and mass loss of plain and steel fibre-reinforced concrete made of siliceous and carbonate aggregate. The thermal properties are presented in equations that express the values of these properties as a function of temperature in the temperature range between 0 and 1,000degreesC. The effect of temperature on thermal conductivity, thermal expansion, specific heat, and mass loss of HSC is discussed. Test data indicate that the type of aggregate has a significant influence on the thermal properties of HSC, while the presence of steel fiber reinforcement has very little influence on the thermal properties of HSC.
引用
收藏
页码:101 / 107
页数:7
相关论文
共 15 条
[1]  
[Anonymous], STRUCTURAL FIRE PROT
[2]  
Diederichs U., 1995, P 4 WEIMAR WORKSHOP, P219
[3]  
HARMATHY TZ, 1970, J MATER, V5, P47
[4]  
Kodur VKR, 2000, ADV TECHNOL STRUCT E, P1
[5]  
KODUR VKR, 1996, P 3 CAN C COMP CIV B, P11
[6]  
Kodur VKR, 1998, INT S HIGH PERF REAC, V4, P217
[7]  
KODUR VKR, 1997, P ACI SPRING CONV AM
[8]  
KODUR VKR, 1997, P INT WORKSH FIR PER, P75
[9]  
Kodur VKR, 1997, FIRE RESISTANCE FIBR, P189
[10]   Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures [J].
Lie, TT ;
Kodur, VKR .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1996, 23 (02) :511-517