Isotropic material for moisture transport based on Ba zant and Najjar - BazantNajjarMoisture¶
Isotropic material for moisture transport based on Bažant and Najjar – BazantNajjarMoisture¶
This is a specific model for nonlinear moisture transport in isotropic cementitious materials, based on [Bazant:72].
The governing equation
is a special case of (121), valid under the assumption that the slope of the sorption isotherm is linear, i.e.the moisture capacity is constant. In (119), \(h\) is the relative humidity and \(C(h)\) is the humidity-dependent diffusivity approximated by
where \(C_1\) is the diffusivity at saturation (typical value for concrete \(\approx 30\) mm\(^2\)/day), \(\alpha_0\) is the dimensionless ratio of diffusivity at low humidity to diffusivity at saturation (typical value \(\approx 0.05\)), \(h_c\) is the humidity “in the middle” of the transition between low and high diffusivity (typical value \(\approx 0.8\)), and \(n\) is dimensionless exponent (high values of \(n\), e.g.12, lead to a rapid transition between low and high diffusivity). Optionally, it is possible to specify the moisture capacity. This property is not needed for solution of the diffusion equation (119), but it is needed if the computed change of relative humidity is transformed into water content loss (mass of lost water per unit volume).
The model parameters are summarized in Table 62.
Description |
Nonlinear isotropic material for moisture transport |
Record Format |
BazantNajjarMoistureMat |
Parameters |
|
Supported modes |
_2dHeat |
Tests/Examples |