Effect of Aeroelastic Tailoring Design on Wing Mode

Figure 14

Comparison of the frequency of two-angle mixed pavement and three-angle mixed pavement.

(a) Comparison of first-order frequencies

(b) Comparison of second-order frequencies

(c) Comparison of third-order frequencies

(d) Comparison of fourth-order frequencies

(e) Comparison of fifth-order frequencies

(f) Comparison of sixth-order frequencies