Efficiency of the method of spectral vibrodiagnostics for fatigue damage of structural elements. Part 3. Analytical and numerical determination of natural frequencies of longitudinal and bending vibrations of beams with transverse cracks. Solution

1999 ◽  
Vol 31 (4) ◽  
pp. 341-350 ◽  
Author(s):  
V. V. Matveev ◽  
A. P. Bovsunovskii
2018 ◽  
Vol 54 (1) ◽  
pp. 75-84 ◽  
Author(s):  
A. Ya. Grigorenko ◽  
M. Yu. Borisenko ◽  
E. V. Boichuk ◽  
A. P. Prigoda

2014 ◽  
Vol 10 ◽  
pp. 13-15
Author(s):  
A.A. Aitbaeva

In this paper we consider a mechanical system, which is a finite Euler–Bernoulli beam, which lies on a continuum elastic base. By the natural frequencies of its bending vibrations, a solution is obtained for finding the bed coefficient characterizing the rigidity of the base.


1947 ◽  
Vol 14 (1) ◽  
pp. A1-A6
Author(s):  
A. I. Bellin

Abstract This paper presents a method for determining the natural frequencies of lateral vibrations for elastic beams. The beams may be of variable cross section and may have any number of spans. The five-moment equation is developed and is then applied to beams supported in various ways. The author reduces the necessary calculations to a simple tabular scheme. Several illustrative examples are included to demonstrate the method of computation.


2019 ◽  
pp. 215-221 ◽  
Author(s):  
Maxim Bolotov ◽  
Tatiana Levanova ◽  
Lev Smirnov ◽  
Arkady Pikovsky

We study the problem of robustness of synchronous states to disorder in the chain of phase oscillators with local coupling. The study combines a numerical determination of the existence and stability of synchronous states with an analytical investigation of the role of the phase shift and the level of disorder in the natural frequencies in the destruction of synchrony. We show that the presence of the phase shift facilitates robustness of the synchronous regime, at least up to its certain threshold value.


1978 ◽  
Vol 13 (2) ◽  
pp. 265-282 ◽  
Author(s):  
A. Miele ◽  
A. Mangiavacchi ◽  
B. P. Mohanty ◽  
A. K. Wu

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