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Damage variable.
The damage variable is directly related to rock dilation.
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 represent the thermally induced damage for two mortars.
Thus the damage variable is introduced to quantify the thermally induced damage for two mortars.
Second, the coupled damage variable (tensor) is obtained with Lemaitre strain equivalence hypothesis.
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.
These tests also allowed to validate the theoretical choice of the damage variable.
The definition of damage variable based on electrical resistance changes was investigated.
Spalling is predicted when the damage variable reaches its maximum value of unity.
The damage variable was tested using ultrasonic pulse velocity and resonance frequency.
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