2018
DOI: 10.1016/j.jfluidstructs.2018.08.016
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Edge clearance effects on the added mass and damping of beams submerged in viscous fluids

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Cited by 22 publications
(6 citation statements)
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“…The solution of the damped Euler-Bernoulli equation can be represented by an infinite series of separation variables involving space and time functions, ( , ) = ∑ ( ) ( ) ∞ =1 (13) where ( ) represent the generalized modal coordinate or the modal displacement of the beam in the -th mode and ( ) is the normal mode-shape in the -th mode corresponding to undamped free vibration. The corresponding mode shape can be determined from the boundary conditions in which the clamped-free boundary conditions give [26], (0, ) = 0, ′ (0, ) = 0, ′′ ( , ) = 0, ′′′ ( , ) = 0 (14)…”
Section: Analytical Modelmentioning
confidence: 99%
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“…The solution of the damped Euler-Bernoulli equation can be represented by an infinite series of separation variables involving space and time functions, ( , ) = ∑ ( ) ( ) ∞ =1 (13) where ( ) represent the generalized modal coordinate or the modal displacement of the beam in the -th mode and ( ) is the normal mode-shape in the -th mode corresponding to undamped free vibration. The corresponding mode shape can be determined from the boundary conditions in which the clamped-free boundary conditions give [26], (0, ) = 0, ′ (0, ) = 0, ′′ ( , ) = 0, ′′′ ( , ) = 0 (14)…”
Section: Analytical Modelmentioning
confidence: 99%
“…This method is somehow mathematically convenient and extremely useful in modelling techniques without loss of generality. Thus, the modal coordinate can be determined by substituting Equation (13) to Equation (12), multiplying the result by an arbitrary mode shape, W m (x), and integrating from 0 to L based on the orthogonality condition to give…”
Section: Analytical Modelmentioning
confidence: 99%
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