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. 2020 Dec 27;21(1):115. doi: 10.3390/s21010115

Figure 1.

Figure 1

(a) Schematic of a cantilever beam of length L, width w, and thickness h. The cantilever is subjected to a distributed time-changing load per unit length, q(x, t); (b) longitudinal cross section of an infinitesimal element dx of the same cantilever (red part highlighted in (a)), where the shear forces and bending moments act.