2019
DOI: 10.1016/j.apacoust.2018.12.021
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Forced vibration of multi-span cracked Euler–Bernoulli beams using dynamic Green function formulation

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Cited by 19 publications
(5 citation statements)
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“…A typical homogeneous solution 'u a,H (x a , ω)' to Equation (A4) comprises a linear combination of the hyperbolic and trigonometric functions. A nonhomogeneous solution 'u a,NH (x a , ω)' to Equation (A4) can be expressed using Green's function [49,50]. Equation (A4) represents the introduction of two spatially concentrated bending moments in the opposite direction but with the same magnitude as κ P v(ω).…”
Section: Conflicts Of Interestmentioning
confidence: 99%
“…A typical homogeneous solution 'u a,H (x a , ω)' to Equation (A4) comprises a linear combination of the hyperbolic and trigonometric functions. A nonhomogeneous solution 'u a,NH (x a , ω)' to Equation (A4) can be expressed using Green's function [49,50]. Equation (A4) represents the introduction of two spatially concentrated bending moments in the opposite direction but with the same magnitude as κ P v(ω).…”
Section: Conflicts Of Interestmentioning
confidence: 99%
“…A crack creates a discontinuity on the slope of the beam at the crack position. It can be expressed as [15,[21][22][23]:…”
Section: Cracked Beamsmentioning
confidence: 99%
“…Ghannadiasl and Ajirlou [21] investigated the dynamics of damped structure under a transit mass using Green function method. In another paper of Ghannadiasl and Ajirlou [22] the solution has been given analitically with the help of dynamic Green function. The response of damaged structure under concentrated mass has been obtained and the numerical results have been validated with experimental tests.…”
Section: Introductionmentioning
confidence: 99%