Skip to main content
. 2015 May 28;15(6):12594–12612. doi: 10.3390/s150612594

Figure 19.

Figure 19

Optimally configured cantilever: natural vibration modes and frequencies: (a) unsupported; (b) rigid support at (x/l = 0.87); ω1–I mode; ω2–II mode; ω3–III mode.