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The mechanics of materials literature considers micro-structural damage to be a thermodynamic variable conjugate to strain energy release rate, not strain, not stress.
The Gibbs energy density is defined as
$$\begin{equation}
\chi = \rho^{-1} \sigma : \epsilon - \psi
\end{equation}$$
where ##\psi## is the Helmholtz Free Energy (HFE).
Form it follows the definition of strain ##\epsilon##, conjugate to stress ##\sigma##, and thermodynamic damage force ##p##, conjugate to damage state variable ##s##
$$\begin{equation}
\epsilon = \rho\frac{\partial\chi}{\partial\sigma} \quad ; \quad p = \rho\frac{\partial\chi}{\partial s}
\end{equation}$$
If the thermodynamic damage force ##p## is driving the damage ##s##, then strain ##\epsilon## is driving the state of stress ##\sigma##, and not the opposite, as it is usually implied in elementary mechanics of materials courses.
Thermodynamic-ally speaking, strain is the "force" driving the "state of stress".
For example, thermal load induces thermal strain, ##\alpha\Delta T##. Stress appears only if the strain is somehow restrained, say between rigid walls, or between dissimilar laminas in a laminated composite, etc.
The Gibbs energy density is defined as
$$\begin{equation}
\chi = \rho^{-1} \sigma : \epsilon - \psi
\end{equation}$$
where ##\psi## is the Helmholtz Free Energy (HFE).
Form it follows the definition of strain ##\epsilon##, conjugate to stress ##\sigma##, and thermodynamic damage force ##p##, conjugate to damage state variable ##s##
$$\begin{equation}
\epsilon = \rho\frac{\partial\chi}{\partial\sigma} \quad ; \quad p = \rho\frac{\partial\chi}{\partial s}
\end{equation}$$
If the thermodynamic damage force ##p## is driving the damage ##s##, then strain ##\epsilon## is driving the state of stress ##\sigma##, and not the opposite, as it is usually implied in elementary mechanics of materials courses.
Thermodynamic-ally speaking, strain is the "force" driving the "state of stress".
For example, thermal load induces thermal strain, ##\alpha\Delta T##. Stress appears only if the strain is somehow restrained, say between rigid walls, or between dissimilar laminas in a laminated composite, etc.
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