1976
DOI: 10.1016/0022-460x(76)90092-4
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Lateral displacements of a vibrating cantilever beam with a concentrated mass

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Cited by 41 publications
(13 citation statements)
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“…The roots of this frequency equation for different end mass M‫ء‬ to cantilever mass m c ratios are shown [21][22][23] in Table II. Now we derive the equation of oscillation amplitude form X͑x͒ for the cantilever with a mass M‫ء‬ on the moving end.…”
Section: End Massmentioning
confidence: 99%
“…The roots of this frequency equation for different end mass M‫ء‬ to cantilever mass m c ratios are shown [21][22][23] in Table II. Now we derive the equation of oscillation amplitude form X͑x͒ for the cantilever with a mass M‫ء‬ on the moving end.…”
Section: End Massmentioning
confidence: 99%
“…Anderson [2] obtained the frequency equation for a cantilever with an asymmetrically attached tip mass. Parnell and Cobble [3] solved the displacement equation for a uniform cantilever beam with a concentrated mass at one end using the Laplace transform under generally distributed lateral load and arbitrary boundary and initial conditions. Laura et al [4] determined natural frequencies and modal shapes of a clamped-free beam which carried a "nite mass at the free end.…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, m is the mass of the beam per unit length l; J ; J , and J are the principal mass moments of inertia; D 11 ; D 13 are the torsional and bending-twisting sti®nesses; D 22 ; D 33 are the sti®nesses for bending of w and v directions; EA is the longitudinal sti®ness; c and m a are the coe±cient of viscous damping and the lumped mass, respectively. Basic hypotheses are: (1) there is no transverse shear deformation, (2) there is no warping e®ect, (3) the Poisson's e®ect is negligible, (4) the EulerÀBernoulli beam theory applies to the beam, (5) the beam undergoes large deformations but small strains, meaning that the structure is nonlinear elastic, and (6) the order of dimensionless mass ðm a =mlÞ is "ð" ( 1Þ.…”
Section: Problem Formulationmentioning
confidence: 99%