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Tytuł artykułu

A discrete model for nonlinear vibrations of a simply supported cracked beams resting on elastic foundations

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The present paper introduces a discrete physical model to approach the problem of nonlinear vibrations of cracked beams resting on elastic foundations. It consists of a beam made of several small bars, evenly spaced, connected by spiral springs, presenting the beam bending stiffness. The crack is modeled by a spiral spring with a reduced stiffness and the Winkler soil stiffness is modeled using linear vertical springs. Concentrated masses, presenting the inertia of the beam, are located at the bar ends. The nonlinear effect, due to the axial forces in the bars resulting from the change in their length, is presented by longitudinal springs. This model has the advantage of simplifying parametric studies, because of its discrete nature, allowing any modification in the mass and the stiffness matrices, and in the nonlinearity tensor, to be made separately. After establishing the model, various practical applications are performed without the need of going through all the formulation again. Numerical linear and nonlinear results are given, corresponding to a cracked simply supported beam.
Czasopismo
Rocznik
Strony
39--46
Opis fizyczny
Bibliogr. 24 poz., tab., wykr.
Twórcy
autor
  • Laboratoire des Etudes et Recherches en Simulation, Instrumentation et Mesures (ERSIM), Mohammed V University of Rabat-Mohammadia School of Engineers, Avenue Ibn Sina, BP 765, Rabat, Morocco
autor
  • Laboratoire des Etudes et Recherches en Simulation, Instrumentation et Mesures (ERSIM), Mohammed V University of Rabat-Mohammadia School of Engineers, Avenue Ibn Sina, BP 765, Rabat, Morocco
Bibliografia
  • 1. Salawu OS. Detection of structural damage through change in frequency: a review. Engineering Structures, 1997; 19(9): 718-723.
  • 2. Kirmsher PG. The effect of discontinuities on the natural frequency of beams. Proceeding American Society of Testing and Materials 1944; 44: 897-904.
  • 3. Thomson WJ. Vibration of slender bars with discontinuities in stiffness. Journal of Applied Mechanics, 1943; 17:203-207.
  • 4. Irwin GR. Analysis of stresses and strains near the end of a crack traversing a plate. Journal of Applied Mechanics 1957; 2(4):361-364.
  • 5. Irwin GR. Relation of stresses near a crack to the crack extension force 9th Congress of Applied Mechanics Brussels, 1957.
  • 6. Bueckner HF. The propagation of cracks and the energy of elastic deformation. Trans, ASME, 1958; 80:1225-1229.
  • 7. Westmann RA and Yang WH. Stress analysis of cracked rectangular beams. Journal of Applied Mechanics 1967; 32: 693-701.
  • 8. Liebowitz H, Vanderveldt H, Harris DW. Carrying capacity of notched column. International Journal of Solids Structures, 1967; 3: 489-500.
  • 9. Liebowitz H, Claus WD. Failure of notched columns, Engineering Fracture Mechanics, 1968; 1: 379-383.
  • 10. Okamura H, Liu H. W, Chu CS and Liebowitz H. A. Cracked column under compression. Engineering Fracture Mechanics, 1969; 1:547-564.
  • 11. Chondros TG and Dimarogonas AD. A continuous cracked beam vibration theory. Journal of Sound and Vibration, 1998; 215(1): 17-34.
  • 12. Ming-Hung H. Vibration analysis of edge-cracked beam on elastic foundation with axial loading using the differential quadrature method. Computer Methods in Applied Mechanics and Engineering, 2005; 194:1-17.
  • 13. Shin Y, Yun J, Seong K, Kim J, Kang S. Natural frequencies of Euler Bernoulli beam with open cracks on elastic foundations. Journal of Mechanical Science and Technology, 2006; 20(4):467-472.
  • 14. Attar M, Karrech A, Regenauer-Lieb K. Free vibration analysis of a cracked shear deformable beam on a two-parameter elastic foundation using a lattice spring model. Journal of Sound and Vibration, 2014; 333:2359-2377.
  • 15. Akbaş SD. Free vibration analysis of edge cracked functionally graded beams resting on WinklerPasternak foundation. International Journal of Engineering & Applied Sciences, 2015; 7(3):1-15.
  • 16. Neves AC, Simões FMF, Pinto da Costa A, “Vibrations of cracked beams: Discrete mass and stiffness models”, Computers and Structures, 2016; 168: 68-77.
  • 17. Stojanović V, Petković MD. Nonlinear dynamic analysis of damaged Reddy-Bickford beams supported on an elastic Pasternak foundation. Journal of Sound and Vibration, 2016, http://dx.doi.org/10.1016/j.jsv.2016.08.030.
  • 18. Khnaijar A, Benamar R. A discrete model for nonlinear vibration of beams resting on various types of elastic foundation. Advances in Acoustics and Vibration 2017; Article ID 4740851, 25 pages https://doi.org/10.1155/2017/4740851.
  • 19. Eddanguir A, Beidouri Z, Benamar R. Geometrically nonlinear transverse vibrations of discrete multidegrees of freedom systems with a localised nonlinearity, International Journal of Mathematics and Statistics, 2009; 4(09):73-87.
  • 20. Rahmouni A, Beidouri Z, Benamar R. A discrete model for geometrically nonlinear transverse free constrained vibrations of beams with various ends conditions. Journal of Sound and Vibration, 2013; 332: 5115-5134.
  • 21. Mickens RE. Comments on the method of harmonic balance. Journal of Sound and Vibration, 1984; 94(3):456-460.
  • 22. Hamdan MN, Burton TD. On the steady state response and stability of nonlinear oscillators using harmonic balance. Journal of Sound and Vibration, 1993; 166(2): 255-266.
  • 23. Benamar R, Bennouna MK, White RG. 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, 1991; 149: 179-195.
  • 24. Narkis Y. Identification of crack location in vibration simply supported beams. Journal of Sound and Vibration, 1994; 172(4):549-558.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0b9e5b53-f0f6-47d7-af75-93a37678a252
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