Nonsmooth Modeling of Vibro-Impacting Euler-Bernoulli Beam

Figure 10

Response of the beam for 𝐹=72, 𝑅=0.7, 𝜔=0.7𝜔₁, 𝑑=1.2,  𝜁_𝑗=0.05, 𝑥_𝑖=0.4, and 𝜖=1×10⁻³: (a) displacement at impact location and (b) phase plot at impact location.

(a)

(b)