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Analysis of natural frequency of flexural vibrations of a single-span beam with the consideration of Timoshenko effect

Jaroszewicz J., Łukaszewicz K.

Technical Sciences / University of Warmia and Mazury in Olsztyn

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2018

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nr 21(3)

215--232

EN

This paper presents general solution of boundary value problem for constant cross-section Timoshenko beams with four typical boundary conditions. The authors have taken into consideration rotational inertia and shear strain by using the theory of influence by Cauchy function and characteristic series. The boundary value problem of transverse vibration has been formulated and solved. The characteristic equations considering the exact bending theory have been obtained for four cases: the clamped boundary conditions; a simply supported beam and clamped on the other side; a simply supported beam; a cantilever beam. The obtained estimators of fundamental natural frequency take into account mass and elastic characteristics of beams and Timoshenko effect. The results of calculations prove high convergence of the estimators to the exact values which were calculated by Timoshenko who used Bessel functions. Characteristic series having an alternating sign power series show good convergence. As it is shown in the paper, the error lower than 5% was obtained after taking into account only two first significant terms of the series. It was proved that neglecting the Timoshenko effect in case of short beams of rectangular section with the ratio of their length to their height equal 6 leads to the errors of calculated natural frequency: 5%÷12%.

2

Limitation of Cauchy function method in analysis for double estimators of free transversal vibration of cantilever tapered shafts

Jaroszewicz J., Dragun Ł

Technical Sciences / University of Warmia and Mazury in Olsztyn

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2013

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nr 16(2)

131--146

EN

In this paper the Bernstein-Kieropian simplest Dunkerly estimators of natural frequencies of cantilever shafts with power variable flexural rigidity and attached concentrated mass were analyzed in a theoretical approach. The approximate solution of boundary value problem of transversal vibrations by means of Cauchy function and characteristic series method has gave getting functional dependence between natural frequency and variable parameters of shafts. Particular attention has been given to a singularity arising from the uncertainty of estimates of Bernstein-Kieropian. Limitation of Cauchy function method in analysis double estimators of natural frequencies of transversal vibration of cantilever tapered shafts exude to exact theoretical selection using by Bessel’s function and experimental result received by Panuszka R., Uhl T.

3

Metoda funkcji Cauchy w analizie częstości drgań kuli sprężystej

Jaroszewicz J., Żur K. K.

Biuletyn Wojskowej Akademii Technicznej

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2012

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Vol. 61, nr 4

115-122

PL

W pracy zastosowano metodę funkcji Cauchy do rozwiązania zagadnienia brzegowego drgań promieniowych jednorodnej kuli sprężystej. Uwzględniono liniową zależność naprężenia, odkształcenia i przemieszczenia od promieniowej współrzędnej. Wyprowadzono analityczną postać szeregu charakterystycznego. Wykorzystując wzory i tablice Bernsteina-Kieropiana, obliczono częstości podstawowe i wyższe drgań promieniowych. Porównanie wyników obliczeń otrzymanych metodą funkcji wpływu z rozwiązaniem ścisłym potwierdza wysoką dokładność metody po uwzględnieniu kilku pierwszych członów szeregu charakterystycznego.

EN

In this study, the method of Cauchy function is applied to solve boundary-value problem of free radial vibrations of an elastic isotropic sphere. The linear dependence stress, deformation and displacement against radial coordinate are settled. The form of characteristic series was derived. The application of tables and formulas of Bernstein-Kieropian to calculate basic and higher estimators of radial vibration was presented. The presented method gives satisfactory accuracy to exact solution [5] even if the characteristic series is truncated after a few first terms.

4

Limitation of Cauchy Function Method in Analysis of Estimators of Frequency and Form of Natural Vibrations of Circular Plate with Variable Thickness and Clamped Edges

Jaroszewicz J., Żur K.

Acta Mechanica et Automatica

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2012

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Vol. 6, no. 2

53-57

EN

In this paper the Berstein-Kieropian double estimators of basic natural frequency of circular plate with power variable thickness along the radius and clamped edges in diaphragm form were analyzed in a theoretical approach. The approximate solution of boundary problem of transversal vibration by means of Cauchy function and characteristic series method has been applied for chosen values of power indicator of variable thickness and material Poisson’s ratio has been chosen which led to exact form solutions. Particular attention has been given to a singularity arising from the uncertainty of estimates of Bernstein-Kieropian. Improving this method has been obtained the general form of Cauchy function for arbitrary values of and , which are physically justified. Therefore, the aim of the paper was to explore the reason why for a plate above a certain value = 3.97 exact solution, which Conway couldn’t receive (Conway, 1958a, b)