Evaluation of UHPFRC activation energy using empirical models

被引:5
作者
Kamen, A. [1 ]
Denarie, E. [1 ]
Sadouki, H. [1 ]
Bruehwiler, E. [1 ]
机构
[1] Ecole Polytech Fed Lausanne, Lab Maintenance & Safety Struct MCS, CH-1015 Lausanne, Switzerland
基金
瑞士国家科学基金会;
关键词
UHPFRC; Temperature effect; Activation energy; Autogenous shrinkage; STRENGTH DEVELOPMENT; TEMPERATURE; HYDRATION; MORTARS; SLAG; AGE;
D O I
10.1617/s11527-008-9400-z
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The influence of thermal curing on the evolution of the material properties and the UHPFRC behaviour was investigated. Tests results showed a beneficial effect of a high temperature curing on the early age material properties due to the thermo-activation effect on the hydration process. However, an inverse effect was observed at long-term. In our study, activation energy of UHPFRC was evaluated from experimental data by means of empirical models. The traditional maturity-function based on Arrhenius law, generally used to describe thermally activated physical or chemical processes, was used to predict the evolution of the UHPFRC autogenous shrinkage and to validate the applicability of this concept for such cement-based materials. Results showed that the concept based on Arrhenius law could describe correctly temperature effects on UHPFRC for temperature lower than 30A degrees C.
引用
收藏
页码:527 / 537
页数:11
相关论文
共 31 条
[1]  
*ASTM, 1998, ACI MATER J, V101, P72
[2]   Strength development of mortars containing ground granulated blast-furnace slag: Effect of curing temperature and determination of apparent activation energies [J].
Barnett, SJ ;
Soutsos, MN ;
Millard, SG ;
Bungey, JH .
CEMENT AND CONCRETE RESEARCH, 2006, 36 (03) :434-440
[3]  
BJONTEGAARD O, 1999, THESIS U TRONDHEIM N
[4]  
Carino J., 1991, HDB NONDESTRUCTIVE T, P101
[5]  
CARINO NJ, 1992, ACI MATER J, V89, P188
[6]  
CARINO NJ, 2001, P STRUCT C EXP MAY 2
[7]  
CHARRON JP, 2003, THESIS U LAVAL QUEBE
[8]  
GUO CJ, 1989, ACI MATER J, V86, P341
[9]  
Habel K., 2004, THESIS ECOLE POLYTEC
[10]  
HANSEN F, 1977, NORDISK BETONG, V1, P21