Figure 1: Internal rotation moment ratios as a function of the stabilizing condition. Loading was applied in quasi-static mode at (a) 0.5°/s and (b) dynamic mode at 50°/s. Values are presented in mean ± SD.
Figure 1: Internal rotation moment ratios as a function of the stabilizing condition. Loading was applied in quasi-static mode at (a) 0.5°/s and (b) dynamic mode at 50°/s. Values are presented in mean ± SD.