2017
DOI: 10.1016/j.proeng.2017.10.542
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Spline-Method for Numerical Calculation of Natural-Vibration Frequency of Beam with Variable Cross-Section

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Cited by 7 publications
(2 citation statements)
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“…Taking into account (34) the equation 33is reduced to the form 6, we obtain a system of equations for the structure similar to (14) where: Then the desired values of support pliability are found by formulas (18) - (27).…”
Section: Extension Of the Methods For A Rod With A Variable Cross mentioning
confidence: 99%
“…Taking into account (34) the equation 33is reduced to the form 6, we obtain a system of equations for the structure similar to (14) where: Then the desired values of support pliability are found by formulas (18) - (27).…”
Section: Extension Of the Methods For A Rod With A Variable Cross mentioning
confidence: 99%
“…Arndt et al [61] presented an adaptive generalized FEM to determine the natural frequencies of nonuniform Euler-Bernoulli beams. The spline-method of degree 5 defect 1 is proposed by Zhernakov et al [62] to determine the natural frequencies of beam with variable cross section. Wang [63] studied the vibration of a cantilever beam with constant thickness and linearly tapered sides by means of a novel accurate, efficient initial value numerical method.…”
Section: Introductionmentioning
confidence: 99%