An experimental study on thermal conductivity of concrete

被引:481
作者
Kim, KH
Jeon, SE
Kim, JK
Yang, SC [1 ]
机构
[1] Hongik Univ, Dept Architectural Engn, Chungnam 339701, South Korea
[2] Korea Highway Corp, Seoul 461703, South Korea
[3] Korea Adv Inst Sci & Technol, Dept Civil & Environm Engn, Taejon 305701, South Korea
关键词
thermal analysis; aggregate; mixture proportioning; temperature; humidity;
D O I
10.1016/S0008-8846(02)00965-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Influencing factors on thermal conductivity of concrete are quantitatively investigated by QTM-D3-that is, a conductivity tester developed in Japan-and a prediction equation of thermal conductivity of concrete is suggested from the regression analysis of test results. To consider the interacted factors influencing thermal conductivity of concrete, mortar, and cement paste, seven testing variables such as age, water-cement (W/C) ratio, types of admixtures, aggregate volume fraction, fine aggregate faction, temperature, and humidity condition of specimen were adopted in this test. According to experimental results, aggregate volume fraction and moisture condition of specimen are revealed as mainly affecting factors on the conductivity of concrete. Meanwhile, the conductivities of mortar and cement paste are strongly affected by the W/C ratio and types of admixtures. However, age hardly changes the conductivity except for very early age. Finally, the conductivity of concrete is represented in terms of the aggregate volume fraction, fine aggregate fraction, W/C ratio, temperature, and humidity condition of specimen. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:363 / 371
页数:9
相关论文
共 10 条
[1]  
ACI (American Concrete Institute), 1994, ACI MAN CONCR PRAC 1
[2]  
Carslaw H. S., 1959, CONDUCTION HEAT SOLI
[3]  
*JAP CONCR I, 1985, THERM STRESS MASS CO
[4]  
Japan Concrete Institute, 1982, J JPN CONCR I MASS C, P11
[5]  
KIM JK, 1992, J KOR CONC I, V4, P101
[6]  
KIM K, 1998, 986750 KOR HIGHW
[7]  
Lanciani A., 1989, High Temperatures - High Pressures, V21, P391
[8]  
Liley P.E., 1978, COMMUNICATION
[9]  
Morabito P., 1989, High Temp. High Pressure, V21, P51
[10]  
Nevile A.M., 1995, PROPERTIES CONCRETE, V4th ed.