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Wave Propagation Analysis of Edge Cracked Circular Beams under Impact Force

Figure 7

Transverse displacement at the free end of the beam.

a) Intact beam, b) L1/L = 0.1, c) L1/L = 0.3 and d) L1/L = 0.5.

Figure 7

doi: https://doi.org/10.1371/journal.pone.0100496.g007