“…A nonlinear, nonplanar beam model considering the coupling of transverse vibrations is constructed to understand the nonlinear dynamics of the cantilevered SWCNT. The nonlinear differential equations in non-dimensional form describing the flexural motions of a nonlinear, nonplanar beam were derived by Crespo da Silva and Glynn [35][36][37] : where the symbol '·' is the derivative with respect to time t, the symbol ' ′ ' is the derivative with respect to x, v (s,t), w (s,t) are the transverse elastic displacements of the beam, c is a damping factor and it is set as zero in this calculation, β y = D ζ /D η , and For a beam with a circular cross section, β y = 1, Eq. (1) can be reduced tö…”