2001
DOI: 10.1016/s0020-7683(00)00300-0
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Nonlinear vibration of buckled beams: some exact solutions

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Cited by 95 publications
(42 citation statements)
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“…It is also noted that the primary resonances of Equations (9) and (10) under certain specific cases were investigated via Nayfeh-Mook multiple scale method in Nayfeh [26]. Exact solutions of the nonlinear vibration of buckled beams in Lestari and Hanagud [17] were studied for certain special cases. With the involvement of S, K , = 0, and r = 0 in Equations (9) and (11), no papers on the chaotic flexural vibrational mechanisms of the spinning nanoresonator under appropriate external excitations can be found.…”
Section: Integral-differential Equations Of the Spinning Nano-resonatormentioning
confidence: 99%
“…It is also noted that the primary resonances of Equations (9) and (10) under certain specific cases were investigated via Nayfeh-Mook multiple scale method in Nayfeh [26]. Exact solutions of the nonlinear vibration of buckled beams in Lestari and Hanagud [17] were studied for certain special cases. With the involvement of S, K , = 0, and r = 0 in Equations (9) and (11), no papers on the chaotic flexural vibrational mechanisms of the spinning nanoresonator under appropriate external excitations can be found.…”
Section: Integral-differential Equations Of the Spinning Nano-resonatormentioning
confidence: 99%
“…Lestari and Hanagud found closed-form exact solutions to the problem of nonlinear vibrations of buckled beams. 19 They assumed that their model consisted of axial springs in spite of it having general support conditions. Lacarbonara et al developed the open-loop nonlinear control strategy and applied it to a hinged hinged shallow arch.…”
Section: Introductionmentioning
confidence: 99%
“…They used Melnikov theory in their analysis. Lestari and Hanagud [8] used a single--mode approximation to study the nonlinear vibrations of buckled beams with elastic end constraints. They considered the beam to be subjected simultaneously to axial and lateral loads without rst statically buckling the beam.…”
Section: Introductionmentioning
confidence: 99%