2016
DOI: 10.1016/j.ijmecsci.2016.05.003
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Unified Green's functions of forced vibration of axially loaded Timoshenko beam: Transition parameter

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Cited by 33 publications
(12 citation statements)
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“…where the symbol α is the transition coefficient (Chen et al, 2016). Hence, the first-order variation of the total work done by the external forces reads…”
Section: Formulation Of the Problemmentioning
confidence: 99%
See 2 more Smart Citations
“…where the symbol α is the transition coefficient (Chen et al, 2016). Hence, the first-order variation of the total work done by the external forces reads…”
Section: Formulation Of the Problemmentioning
confidence: 99%
“…By introducing two characteristic parameters, Li et al (2014a) discussed the influence of damping on the vibration of Timoshenko beam. Chen et al (2016) derived the unified Green’s function for forced vibration of Timoshenko beams under axially load by introducing the transition parameter. Su et al (2018) obtained the exact analytic solutions of forced and free vibrations of nanowires on an elastic substrates.…”
Section: Formulation Of the Problemmentioning
confidence: 99%
See 1 more Smart Citation
“…Zhao et al [20][21][22] analytically studied the vibration of a cracked Euler-Bernoulli beam induced by a heat flux or a harmonic force and that of Timoshenko beams due to a heat flux together with an external load. Chen et al [23] studied the dynamic behavior of an axially forced Timoshenko beam under different boundary conditions. The Green's functions were obtained by using the techniques of separation of variables and the Laplace transformation.…”
Section: Introductionmentioning
confidence: 99%
“…Li et al (2014) discussed damping effects on the vibrations of Timoshenko beams by introducing two characteristic parameters. Chen et al (2016), considering two assumptions on the directions of the axial force in the process of deforming, obtained the unified Green's functions of forced vibration of axially loaded Timoshenko beam. Zhao et al (2016) provided the explicit expressions of the steady-state responses of a cracked Euler-Bernoulli beam excited by a harmonic force and investigated the influences of crack geometry on the mechanical behavior of beam.…”
Section: Introductionmentioning
confidence: 99%