Numerical and experimental analysis of chemical dehydration, heat and mass transfers in a concrete hollow cylinder submitted to high temperatures

被引:54
作者
Dal Pont, S
Ehrlacher, A
机构
[1] Ecole Nat Ponts & Chaussees, Lab Anal Mat & Identificat, ENPC LAMI, F-77455 Marne La Vallee 2, France
[2] Univ Padua, Dipartimento Costruzioni & Trasporti, I-35131 Padua, Italy
关键词
numerical and experimental analysis; heat and mass transfers; chemical dehydration; concrete hollow;
D O I
10.1016/S0017-9310(03)00381-8
中图分类号
O414.1 [热力学];
学科分类号
摘要
This paper presents a thermo-hydro-chemical model for concrete at high temperatures. Non-linear phenomena, heat and mass transfers, evolution of the phases constituting the porous medium are taken into account in a full three phases coupled analysis. The proposed model does not take into account mechanical aspects, i.e. the solid skeleton is considered as rigid. An experimental set-up and a numerical simulation are also presented. A hollow cylinder has been heated up to 523.15 K (250 degreesC) on the internal side and submitted to gas pressure/temperature measurements. A numerical simulation of the cylinder has been performed, showing a good correlation with the experimental observations. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:135 / 147
页数:13
相关论文
共 37 条
[1]   Gas permeability of concrete in relation to its degree of saturation [J].
Abbas, A ;
Carcasses, M ;
Ollivier, JP .
MATERIALS AND STRUCTURES, 1999, 32 (215) :3-8
[2]  
ASHRAE, 2017, ASHRAE Handbook of Fundamentals
[3]   Some considerations on modeling heat and mass transfer in porous media [J].
Baggio, P ;
Bonacina, C ;
Schrefler, BA .
TRANSPORT IN POROUS MEDIA, 1997, 28 (03) :233-251
[4]  
BAGGIO P, 1993, TRASPORTO CALORE MAS, P53
[5]  
BAROGHELBOUNY V, 1994, THESIS ENPC PARIS
[6]  
Bazant Z.P., 1982, CREEP SHRINKAGE CONC
[8]  
FERAILLE A, IN PRESS MATH COMP M
[9]  
FERAILLE A, 2000, THESIS ENPC PARIS
[10]  
FOLLIOT A, 1982, STRUCTURATOIN PROGR