Estimation of poromechanical and thermal conductivity properties of unsaturated isotropically microcracked cement pastes

被引:31
作者
Bary, Benoit [1 ]
机构
[1] CEA Saclay, DEN, DPC, SCCME,Lab Etud Comportement Betons & Argiles, F-91191 Gif Sur Yvette, France
关键词
poroelastic parameters; thermal conductivity; cementitious materials; effective medium approximation; unsaturated porous media; microcracks; NON-ACTIVE POROSITY; MICROMECHANICAL APPROACH; COMPOSITE-MATERIALS; ELASTIC PROPERTIES; HYGROTHERMAL BEHAVIOR; HIGH-TEMPERATURE; CRACKED MEDIA; POROUS-MEDIA; CONCRETE; MODEL;
D O I
10.1002/nag.969
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study focuses on the estimation of mechanical, hydromechanical and thermal conduction parameters of isotropic microcracked hydrated cement pastes in unsaturated conditions. The prediction of these parameters is obtained as a function of saturation degree and isotropic microcrack density parameter by applying an explicit effective medium approximation scheme on the basis of a simple microstructure description of the material. This latter is supposed to be composed of a homogeneous matrix in which are distributed ellipsoidal particles and penny-shaped inclusions representing pores and microcracks, respectively. These two types of inclusions are assumed to be of well-separated sizes so that a two-step homogenization procedure is employed. The effects of the pore shape and both open and close microcracks on the considered physical properties are investigated in partially saturated conditions by adopting a simplified desaturation-resaturation scenario. It is shown that the saturation degree repercussions on these properties increase when the pores have an oblate shape with low aspect ratio. Moreover, while Biot coefficient and thermal conductivity are significantly affected by saturation degree, undrained mechanical parameters appear to be only moderately modified by this factor. Besides, as expected microcracks induce important changes in all properties. The effects of the adsorbed water layers covering the surface of desaturated pores on the Biot coefficient are investigated by making use of the disjoining pressure concept, and results show only a moderate influence for very small pores. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:1560 / 1586
页数:27
相关论文
共 66 条
[41]   An elasto-plastic model for non-isothermal analysis of flow and deformation in unsaturated porous media: formulation [J].
Khalili, N ;
Loret, B .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2001, 38 (46-47) :8305-8330
[42]   An experimental study on thermal conductivity of concrete [J].
Kim, KH ;
Jeon, SE ;
Kim, JK ;
Yang, SC .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (03) :363-371
[43]  
Lewis RW., 1998, FINITE ELEMENT METHO
[44]  
Milton G.W., 2004, The Theory of Composites
[45]   AVERAGE STRESS IN MATRIX AND AVERAGE ELASTIC ENERGY OF MATERIALS WITH MISFITTING INCLUSIONS [J].
MORI, T ;
TANAKA, K .
ACTA METALLURGICA, 1973, 21 (05) :571-574
[46]  
Mura T, 1993, Micromechanics of Defects in Solids
[47]   Experimental identification of Biot's hydro-mechanical coupling coefficient for cement mortar [J].
Obeid, W ;
Mounajed, G ;
Alliche, A .
MATERIALS AND STRUCTURES, 2002, 35 (248) :229-236
[48]   A combined fracture-micromechanics model for tensile strain-softening in brittle materials, based on propagation of interacting microcracks [J].
Pichler, Bernhard ;
Hellmich, Christian ;
Mang, Herbert A. .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2007, 31 (02) :111-132
[49]   Spherical and acicular representation of hydrates in a micromechanical model for cement paste: prediction of early-age elasticity and strength [J].
Pichler, Bernhard ;
Hellmich, Christian ;
Eberhardsteiner, Josef .
ACTA MECHANICA, 2009, 203 (3-4) :137-162
[50]   WATER-VAPOR ADSORPTION AND TRANSFER IN CEMENT-BASED MATERIALS - A NETWORK SIMULATION [J].
QUENARD, D ;
SALLEE, H .
MATERIALS AND STRUCTURES, 1992, 25 (153) :515-522