Abstract
The free nonlinear oscillations of a planar elastic beam are investigated based on a comprehensive asymptotic treatment of the exact equations of motion. With the aim of investigating the behaviour also for low slenderness, shear deformations and rotational inertia are taken into account. Attention is payed to the influence of the geometrical and mechanical parameters, and of the boundary conditions in changing the nonlinear behaviour from softening to hardening. An axial linear spring is added to one end of the beam, and it is shown how the behaviour changes qualitatively on passing from the hinged-hinged (commonly hardening) to the hinged-supported (commonly softening) case. Some interesting, and partially unexpected, results are obtained also for values of the slenderness moderately low but still in the realm of practical applications.
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References
Atluri S (1973) Nonlinear vibrations of hinged beam including nonlinear inertia effects. ASME J Appl Mech 40:121–126
Luongo A, Rega G, Vestroni F (1986) On nonlinear dynamics of planar shear indeformable beams. ASME J Appl Mech 53:619–624
Kauderer H (1958) Nichtlinear mechanik. Springer, Berlin. ISBN: 978-3-642-92734-8
Crespo da Silva MRM (1988) Nonlinear flexural-flexural-torsional-extensional dynamics of beams. II. Response analysis. Int J Solids Struct 24:1235–1242
Mettler E (1962) Dynamic buckling. In: Flugge (ed) Handbook of engineering mechanics. McGraw-Hill, New York. ISBN: 0070213925
Lacarbonara W, Yabuno H (2006) Refined models of elastic beams undergoing large in-plane motions: theory and experiments. Int J Solids Struct 43:5066–5084
Lacarbonara W (2013) Nonlinear structural mechanics. Springer, New York. ISBN: 978-1-4419-1276-3
Simo JC, Vu-Quoc L (1991) A geometrically-exact beam model incorporating shear and torsion warping deformation. Int J Solids Struct 27:371–393
Nayfeh AH, Pai PF (2004) Linear and nonlinear structural mechanics. Wiley, New York. ISBN: 978-0-471-59356-0
Cao DQ, Tucker RW (2008) Nonlinear dynamics of elastic rods using the Cosserat theory: modelling and simulation. Int J Solids Struct 45:460–477
Stoykov S, Ribeiro P (2010) Nonlinear forced vibrations and static deformations of 3D beams with rectangular cross section: the influence of warping, shear deformation and longitudinal displacements. Int J Mech Sci 52:1505–1521
Luongo A, Zulli D (2013) Mathematical models of beams and cables. Wiley-ISTE, New York. ISBN: 978-1-84821-421-7
Formica G, Arena A, Lacarbonara W, Dankowicz H (2013) Coupling FEM with parameter continuation for analysis and bifurcations of periodic responses in nonlinear structures. ASME J Comput Nonlinear Dyn 8:021013
Lenci S, Rega G (2015) Nonlinear free vibrations of planar elastic beams: a unified treatment of geometrical and mechanical effects, IUTAM Procedia (in press)
Nayfeh A (2004) Introduction to perturbation techniques. Wiley-VCH, Weinheim. ISBN: 0-978-471-31013-6
Kovacic I, Rand R (2013) About a class of nonlinear oscillators with amplitude-independent frequency. Nonlinear Dyn 74:455–465
Timoshenko S (1955) Vibrations problems in engineering. Wolfenden Press, New York. ISBN: 1406774650
Huang TC (1961) The effect of rotatory inertia and of shear deformation on the frequency and normal mode equations of uniform beams with simple end conditions. ASME J Appl Mech 28:579–584
Lenci S, Rega G (2015) Asymptotic analysis of axial-transversal coupling in the free nonlinear vibrations of Timoshenko beams with arbitrary slenderness and axial boundary conditions (submitted)
Clementi F, Demeio L, Mazzilli CEN, Lenci S (2015) Nonlinearvibrations of non-uniform beams by the MTS asymptotic expansionmethod, Contin Mech Thermodyn. doi:10.1007/s00161-014-0368-3
Srinil N, Rega G (2007) The effects of kinematic condensation on internally resonant forced vibrations of shallow horizontal cables. Int J Non-Linear Mech 42:180–195
Lagomarsino S, Penna A, Galasco A, Cattari S (2013) TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings. Eng Struct 56:1787–1799
Acknowledgments
This work has been partially supported by the Italian Ministry of Education, University and Research (MIUR) by the PRIN funded program 2010/11 N.2010MBJK5B “Dynamics, stability and control of flexible structures”.
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Appendix
Appendix
The nonlinear frequency correction \(\omega _2\) is given by [14]:
where the expressions of \(\omega _{2a}\), \(\omega _{2b}\), \(\omega _{2c}\) and \(\omega _{2d}\) are reported in the following. Note that \(\omega _{2d}\) does not vanish for the considered values of \(\omega _0\).
Using the dimensional expressions in (45)–(48) it is possible to rewrite (43) in the form
from which one gets (29), with the associated expression of the dimensionless quantity \(\bar{\omega }_2\).
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Lenci, S., Clementi, F. & Rega, G. A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint. Meccanica 51, 2589–2606 (2016). https://doi.org/10.1007/s11012-016-0374-6
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DOI: https://doi.org/10.1007/s11012-016-0374-6