Modelling of transport processes in concrete exposed to elevated temperatures - An alternative formulation for sorption isotherms

被引:21
作者
Davie, C. T. [1 ]
Pearce, C. J. [2 ]
Kukla, K. [2 ]
Bicanic, N. [2 ]
机构
[1] Newcastle Univ, Sch Engn, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
[2] Univ Glasgow, Sch Engn, Glasgow, Lanark, Scotland
关键词
Transport Properties; Adsorption; Temperature; Modeling; HYGROTHERMAL BEHAVIOR; PORE PRESSURE; COUPLED HEAT; PERMEABILITY; DAMAGE; EQUILIBRIUM; HPC;
D O I
10.1016/j.cemconres.2018.01.012
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There is a significant need to understand, analyse and assess moisture transport in cementitious materials exposed to elevated temperatures in order to confidently predict the behaviour and ultimately the development of damage in safety critical applications such as nuclear reactor vessels, structures exposed to fire and well bore grouts. In view of this need a rigorous and robust formulation to describe water retention curves (sorption isotherms) as a function of temperature based on the evolution of physical parameters is presented. The model formulation is successfully validated against independent sets of experimental data up to temperatures of 80 degrees C. It is then further validated under isothermal drying conditions and then high temperature conditions through the numerical reproduction of laboratory experiments following implementation in a fully coupled hygro-thermo-mechanical finite element model. The new formulation is found to work well under a variety of conditions in a variety of cementitious material types.
引用
收藏
页码:144 / 154
页数:11
相关论文
共 34 条
[11]   A fully generalised, coupled, multi-phase, hygro-thermo-mechanical model for concrete [J].
Davie, Colin T. ;
Pearce, Chris J. ;
Bicanic, Nenad .
MATERIALS AND STRUCTURES, 2010, 43 :13-33
[12]   Coupled heat and moisture transport in concrete at elevated temperatures - Effects of capillary pressure and adsorbed water [J].
Davie, CT ;
Pearce, CJ ;
Bicanic, N .
NUMERICAL HEAT TRANSFER PART A-APPLICATIONS, 2006, 49 (08) :733-763
[13]   Temperature influence on water transport in hardened cement pastes [J].
Drouet, Emeline ;
Poyet, Stephane ;
Torrenti, Jean-Michel .
CEMENT AND CONCRETE RESEARCH, 2015, 76 :37-50
[14]   Hydrothermal model for predicting fire-induced spalling in concrete structural systems [J].
Dwaikat, M. B. ;
Kodur, V. K. R. .
FIRE SAFETY JOURNAL, 2009, 44 (03) :425-434
[15]   MOISTURE FLOW IN CONCRETE UNDER STEADY-STATE NONUNIFORM TEMPERATURE STATES - EXPERIMENTAL-OBSERVATIONS AND THEORETICAL MODELING [J].
ENGLAND, GL ;
KHOYLOU, N .
NUCLEAR ENGINEERING AND DESIGN, 1995, 156 (1-2) :83-107
[16]  
Furbish D.J., 1997, FLUID PHYS GEOLOGY I
[17]   Simulation of damage-permeability coupling in hygro-thermo-mechanical analysis of concrete at high temperature [J].
Gawin, D ;
Pesavento, F ;
Schrefler, BA .
COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING, 2002, 18 (02) :113-119
[18]   Modelling of hygro-thermal behaviour and damage of concrete at temperature above the critical point of water [J].
Gawin, D ;
Pesavento, F ;
Schrefler, BA .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (06) :537-562
[19]  
Gawin D, 1999, MECH COHES-FRICT MAT, V4, P37, DOI 10.1002/(SICI)1099-1484(199901)4:1<37::AID-CFM58>3.3.CO
[20]  
2-J