2013
DOI: 10.1007/s11012-013-9782-z
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Analytical approximate solutions to large amplitude vibration of a spring-hinged beam

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Cited by 5 publications
(3 citation statements)
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“…where 2 0 =1.0745, 1 = −8.1836 1 , and 2 = −53.5149 1 . In order to compare the large curvature vibration with the small amplitude vibration, for the linear equation in (13), the classic mode shape function sin( ) is adopted; thus the classic the dimensionless ODE can degenerate tö+ = 0. Then one can obtain the theoretical solution easily, which is named as theoretical solution of the linear equation throughout the paper.…”
Section: Mode Discretization With Exact Mode Shapementioning
confidence: 99%
See 1 more Smart Citation
“…where 2 0 =1.0745, 1 = −8.1836 1 , and 2 = −53.5149 1 . In order to compare the large curvature vibration with the small amplitude vibration, for the linear equation in (13), the classic mode shape function sin( ) is adopted; thus the classic the dimensionless ODE can degenerate tö+ = 0. Then one can obtain the theoretical solution easily, which is named as theoretical solution of the linear equation throughout the paper.…”
Section: Mode Discretization With Exact Mode Shapementioning
confidence: 99%
“…In their model, the von Karman type nonlinear strain-displacement relationship is employed, and the effects of transverse shear deformation are included based upon the Timoshenko beam theory. Similarly, to further seek the nonlinear frequencies, Gunda and Gupta [11] investigated the vibration of a composite beam, Nikkar and Bagheri [12] explored the cantilever beam with an intermediate lumped mass, and Yu and Wu et al [13] studied the beam with immovable spring-hinged ends. More related works include that Raju and Rao [14] formulated the nonlinear vibration of the beam using multiterm admissible 2 Mathematical Problems in Engineering functions for the first mode.…”
Section: Introductionmentioning
confidence: 99%
“…Besides, this method is also algebraically much simpler and it avoids solving a set of complex nonlinear algebraic equations. In the previous studies, the NHB method was applied to solve various engineering problems, including analogy to double sine-Gordon equation [28], large post-buckling deformation of elastic rings [29], large amplitude vibration of spring-hinged beam [30], hydrothermal buckling deformation of beams [31], large-amplitude vibration of simply-supported laminated plates [32], and oscillation of current-carrying wires [33].…”
Section: Introductionmentioning
confidence: 99%