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Numerical investigation of geometrically nonlinear clamped uniform rods and rods with sections varying exponentially free vibration

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: The present paper is intended to investigate the problem of linear and non-linear longitudinal free vibration of uniform rods and rods whose cross-sections vary exponentially at large vibration amplitudes. Design/methodology/approach: The method adopted consists in discretizing the energy term on linear kij and non-linear rigidity tensor bijkl, as well as the mass tensor mij. Therefore, the formulation of this structure is based on Lagrange equations and the harmonic balance method so as to obtain the nonlinear algebraic equations. These latter are solved numerically and analytically through the explicit and linearized method. Findings: The response of Clamped-Clamped uniform and non-uniform rods on our structure are highlighted in the amplitude frequency and associated first three mode shapes. Moreover, this research leads to study the influence of the exponential slope on the maximum displacement, thus emphasizing the non-uniform bars usefulness. The obtained results are then compared with the available literature with a view to validating this theory. Research limitations/implications: As a perspective, the method used in this paper would be pushed to study the FDM material, taking into account other parameters related to additive manufacturing, and later to be validated experimentally. Practical implications: Longitudinal vibrations are important in mechanical structures; therefore, the determination of their dynamic behaviour needs to be understood. In the present study, the effect of the displacement amplitude on the exponential slope of the structure was analysed, which led to the determination of the reduction range of the vibration amplitude under resonance. However, this should be taken into account in the design process. Besides, the usefulness of the non-linearity geometric effects was demonstrated to examine these structures by considering all the parameters involved. Originality/value: A linearized procedure is used to solve a nonlinear algebra equation. The use of this method leads to reduce calculation time contrary to iterative methods.
Rocznik
Strony
49--63
Opis fizyczny
Bibliogr. 32 poz., rys., tab., wykr.
Twórcy
autor
  • Laboratory of Advanced Research in Industrial and Logistic Engineering (LARILE), National Higher School of Electricity and Mechanics, Hassan II University of Casablanca, Km7 Route El Jadida, Casablanca, Morocco
autor
  • Laboratory of Advanced Research in Industrial and Logistic Engineering (LARILE), National Higher School of Electricity and Mechanics, Hassan II University of Casablanca, Km7 Route El Jadida, Casablanca, Morocco
autor
  • Laboratory of Advanced Research in Industrial and Logistic Engineering (LARILE), National Higher School of Electricity and Mechanics, Hassan II University of Casablanca, Km7 Route El Jadida, Casablanca, Morocco
autor
  • Laboratory of Advanced Research in Industrial and Logistic Engineering (LARILE), National Higher School of Electricity and Mechanics, Hassan II University of Casablanca, Km7 Route El Jadida, Casablanca, Morocco
autor
  • Laboratory of Advanced Research in Industrial and Logistic Engineering (LARILE), National Higher School of Electricity and Mechanics, Hassan II University of Casablanca, Km7 Route El Jadida, Casablanca, Morocco
Bibliografia
  • [1] V. Verma, K. Nallasivam, Static response of curved steel thin-walled box-girder bridge subjected to Indian railway loading, Journal of Achievements in Materials and Manufacturing Engineering 108/2 (2021) 63-74. DOI: https://doi.org/10.5604/01.3001.0015.5065
  • [2] J.H. Mohmmed, M.A. Tawfik, Q.A. Atiyah, Natural frequency and critical velocities of heated inclined pinned pp-r pipe conveying fluid, Journal of Achievements in Materials and Manufacturing Engineering 107/1 (2021) 15-27. DOI: https://doi.org/10.5604/01.3001.0015.2453
  • [3] E.K. Njim, S.H. Bakhy, M. Al-Waily, Analytical and numerical free vibration analysis of porous functionally graded materials (FGPMs) sandwich plate using Rayleigh-Ritz method, Archives of Materials Science and Engineering 110/1 (2021) 27-41. DOI: https://doi.org/10.5604/01.3001.0015.3593
  • [4] E.K. Njim, S.H. Bakhy, M. Al-Waily, Free vibration analysis of imperfect functionally graded sandwich plates: Analytical and experimental investigation, Archives of Materials Science and Engineering 111/2 (2021) 49-65. DOI: https://doi.org/10.5604/01.3001.0015.5805
  • [5] S.H. Bakhy, M. Al-Waily, M.A. Al-Shammari, Analytical and numerical investigation of the free vibration of functionally graded materials sandwich beams, Archives of Materials Science and Engineering 110/2 (2021) 72-85. DOI: https://doi.org/10.5604/01.3001.0015.4314
  • [6] G. Mohan, U.K. Pandey, Nonlinear homogeneous dynamical system of fully cracked concrete beam, Journal of Achievements in Materials and Manufacturing Engineering 106/1 (2021) 5-19. DOI: https://doi.org/10.5604/01.3001.0015.0525
  • [7] P.M. Morse, K. Uno Ingard, Theoretical Acoustics, Princeton University Press, Princeton, 1992.
  • [8] L. Meirovitch, Elements of Vibration Analysis, Second Edition, McGraw-Hill, New York, 1986.
  • [9] M. Eisenberger, Exact longitudinal vibration frequencies of a variable cross-section rod, Applied Acoustics 34/2 (1991) 123-130. DOI: https://doi.org/10.1016/0003-682X(91)90027-C
  • [10] H. Matsuda, T. Sakiyama, C. Morita, M. Kawakami, Longitudinal impulsive response analysis of variable cross-section bars, Journal of Sound and Vibration 181/3 (1995) 541-551. DOI: https://doi.org/10.1006/jsvi.1995.0156
  • [11] C.N. Bapat, Vibration of rods with uniformly tapered sections, Journal of Sound and Vibration 185/1 (1995) 185-189. DOI: https://doi.org/10.1006/jsvi.1995.0371
  • [12] S. Abrate, Vibration of non-uniform rods and beams, Journal of Sound and Vibration 185/4 (1995) 703-716. DOI: https://doi.org/10.1006/jsvi.1995.0410
  • [13] B.M. Kumar, R.I. Sujith, Exact solutions for the longitudinal vibration of non-uniform rods, Journal of Sound and Vibration 207/5 (1997) 721-729. DOI: https://doi.org/10.1006/jsvi.1997.1146
  • [14] J. Li, Y. Li, F. Zhang, Y. Feng, Nonlinear Analysis of Rod Fastened Rotor under Nonuniform Contact Stiffness, Shock and Vibration 2020 (2020) 8851996. DOI: https://doi.org/10.1155/2020/8851996
  • [15] Y. Guo, D. Zhang, X. Zhang, S. Wang, W. Ma, Experimental Study on the Nonlinear Dynamic Characteristics of Wire Rope under Periodic Excitation in a Friction Hoist, Shock and Vibration 2020 (2020) 8506016. DOI: https://doi.org/10.1155/2020/8506016
  • [16] A. Raj, R.I. Sujith, Closed-form solutions for the free longitudinal vibration of inhomogeneous rods, Journal of Sound and Vibration 283/3-5 (2005) 1015-1030. DOI: https://doi.org/10.1016/j.jsv.2004.06.003
  • [17] G. Ferrari, G. Franchini, L. Faedo, F. Giovanniello, S. Le Guisquet, P. Balasubramanian, K. Karazis, M. Amabili, Nonlinear vibrations of a 3 x 3 reduced scale PWR fuel assembly supported by spacer grids, Nuclear Engineering and Design 364 (2020) 110674. DOI: https://doi.org/10.1016/j.nucengdes.2020.110674
  • [18] G. Ferrari, P. Balasubramanian, S. Le Guisquet, L. Piccagli, K. Karazis, B. Painter, M. Amabili, Non-linear vibrations of nuclear fuel rods, Nuclear Engineering and Design 338 (2018) 269-283. DOI: https://doi.org/10.1016/j.nucengdes.2018.08.013
  • [19] S. Ferrari, C. Libanati, C.J.F. Lin, J.P. Brown, F. Cosman, E. Czerwiński, L.H. de Gregόrio, J. Malouf-Sierra, J.-Y. Reginster, A. Wang, R.B. Wagman, E.M. Lewiecki, Relationship Between Bone Mineral Density T-Score and Nonvertebral Fracture Risk Over 10 Years of Denosumab Treatment, Journal of Bone and Mineral Research 34/6 (2019) 1033-1040. DOI: https://doi.org/10.1002/jbmr.3722
  • [20] K.-T. Kim, The study on grid-to-rod fretting wear models for PWR fuel, Nuclear Engineering and Design 239/12 (2009) 2820-2824. DOI: https://doi.org/10.1016/j.nucengdes.2009.08.018
  • [21] D. Xu, J. Du, Z. Liu, An accurate and efficient series solution for the longitudinal vibration of elastically restrained rods with arbitrarily variable cross sections, Journal of Low Frequency Noise Vibration and Active Control 38/2 (2019) 403-414. DOI: https://doi.org/10.1177/1461348419825913
  • [22] Q.S. Li, J.R. Wu, J. Xu, Longitudinal vibration of multi-step non-uniform structures with lumped masses and spring supports, Applied Acoustics 63/3 (2002) 333-350. DOI: https://doi.org/10.1016/S0003-682X(01)00034-2
  • [23] R. Benamar, M.M.K. Bennouna, R.G. White, The effects of large vibration amplitudes on the mode shapes and natural frequencies of thin elastic structures part I: Simply supported and clamped-clamped beams, Journal of Sound and Vibration 149/2 (1991) 179-195. DOI: https://doi.org/10.1016/0022-460X(91)90630-3
  • [24] Z. Beidouri, Contribution to a Theory of Non-Linear Modal Analysis. Application to Continuous Structures and Discrete Systems with Localized Non-Linearities, PhD Thesis, EMI, Rabat, 2006 (in French).
  • [25] R. Benamar, M.M.K. Bennouna, R.G. White, The effects of large vibration amplitudes on the mode shapes and natural frequencies of thin elastic structures, part II: fully clamped rectangular isotropic plates, Journal of Sound and Vibration 164/2 (1993) 295-316. DOI: https://doi.org/10.1006/jsvi.1993.1215
  • [26] R. Benamar, M.M.K. Bennouna, R.G. White, The effects of large vibration amplitudes on the mode shapes and natural frequencies of thin elastic structures, part III: fully clamped rectangular isotropic plates-measurements of the mode shape amplitudę dependence and the spatial distribution of harmonic distortion, Journal of Sound and Vibration 175/3 (1994) 377-395. DOI: https://doi.org/10.1006/jsvi.1994.1335
  • [27] A. Majid, E.M. Abdeddine, K. Zarbane, Z. Beidouri, Geometrically non-linear free and forced vibration of C-F-C-F rectangular plate at large transverse amplitudes, Proceedings of the XI International Conference on Structural Dynamics “EURODYN 2020”, Athens, Greece, 2020, 225-238. DOI: https://doi.org/10.47964/1120.9018.19213
  • [28] A. Majid, E. Abdeddine, K. Zarbane, Z. Beidouri, Geometrically Nonlinear Forced Transverse Vibrations of C-S-C-S Rectangular Plate: Numerical and Experimental Investigations, Journal of Applied Nonlinear Dynamics 10/4 (2021) 739-757. DOI: https://doi.org/10.5890/JAND.2021.12.012
  • [29] Z. Beidouri, A. Eddanguir, R. Benamar, Geometrically nonlinear free transverse vibration of 2-dof systems with cubic nonlinearities, Proceedings of the VII European Conference on Structural Dynamics “EURODYN 2008”, Southampton, United Kingdom, 2008.
  • [30] E.M. Abdeddine, A. Majid, Z. Beidouri, K. Zarbane, Nonlinear longitudinal free vibration of uniform rods and rods with sections varying exponentially, Proceedings of the XI International Conference on Structural Dynamics “EURODYN 2020”, Athens, Greece, 2020, 239-251. DOI: https://doi.org/10.47964/1120.9019.19214
  • [31] C.L. Lou, D.L. Sikarskie, Nonlinear Vibration of Beams Using a Form-Function Approximation, Journal of Applied Mechanics 42/1 (1975) 209-214. DOI: https://doi.org/10.1115/1.3423520
  • [32] Z. Beidouri, R. Benamar, M. El Kadiri, Geometrically non-linear transverse vibrations of C-S-S-S and C-S-C-S, International Journal of Non-Linear Mechanics 41/1 (2006) 57-77. DOI: https://doi.org/10.1016/j.ijnonlinmec.2005.06.002
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e29a978a-1606-41a4-b4ac-e991339aaeb8
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