Mechanics of Continua and Structures
(We will be working exclusively non-dimensional quantities in this section)
Previously, in this section, we defined the co-rotational basis vectors to be
\[\begin{align} \usf{e}_i(\tau)&=\usf{R}(\tau)\usf{E}_i \end{align}\]The time derivatives of the co-rotational basis vectors are therefore,
\[\begin{align} \usf{e}'(\tau)_i&=\usf{R}'(\tau)(\tau)\usf{E}_i \label{eq:eider} \end{align}\]Recall that the angular velocity matrix at the time instance $\tau$, namely, $\usf{W}_i(\tau)$ is defined as
\[\begin{align} \usf{W}_i(\tau)&=\usf{R}'(\tau)\usf{R}^{\textsf{T}}(\tau) \end{align}\]Therefore, we can write $\usf{R}’(\tau)$ in $\eqref{eq:eider}$ as equal to $\usf{W}(\tau)\usf{R}(\tau)$. Upon doing so, we get
\[\begin{align} \usf{e}'_i(\tau)&=\usf{W}(\tau)\usf{R}(\tau)\usf{E}_i\\ &=\usf{W}(\tau)\usf{e}_i(\tau)\\ &=\usf{w}(\tau)\times \usf{e}_i(\tau) \end{align}\]