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An empirical equation to quantify the correlation between the damage variable and the dynamic compressive strength was established from the experimental data.
By means of non-equilibrium thermodynamics, a relation between the damage variable and a certain component of the plastic strain tensor was derived.
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This concept allowed us to use the relation between the effective electric resistivity and the damage variable.
According to the Miner cumulative damage theory, the damage variable was adopted and the relationship between loading times and damage variable has been established.
Thus the damage variable is introduced to quantify the thermally induced damage for two mortars.
Thus the damage variable is introduced to represent the thermally induced damage for two mortars.
The damage model is based on a continuum model including the gradient of the damage variable.
Furthermore, fatigue damage evolution was analyzed by defining the damage variable based on residual strength.
We set the strain variable which drives the damage variable for matrix cracking and this damage variable is used to estimate the reduced cross-sectional stiffness.
The damage variable is directly related to rock dilation.
An extrapolation scheme of the damage variable has been proposed.
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