TY - JOUR
T1 - Veering and nonlinear interactions of a clamped beam in bending and torsion
AU - Ehrhardt, David A.
AU - Hill, Thomas L.
AU - Neild, Simon A.
AU - Cooper, Jonathan E.
N1 - Funding Information:
The authors would like to acknowledge their funding sources, David Ehrhardt is supported by the Engineering and Physical Sciences Research Council EP/K003836/2 , Thomas Hill and Simon Neild are supported by EP/K005375/1 , and Jonathan Cooper is supported by Royal Academy of Engineering . All data supporting this work are provided as supplementary information accompanying this paper.
Publisher Copyright:
© 2017 Elsevier Ltd
PY - 2018/3/3
Y1 - 2018/3/3
N2 - Understanding the linear and nonlinear dynamic behaviour of beams is critical for the design of many engineering structures such as spacecraft antennae, aircraft wings, and turbine blades. When the eigenvalues of such structures are closely-spaced, nonlinearity may lead to interactions between the underlying linear normal modes (LNMs). This work considers a clamped-clamped beam which exhibits nonlinear behaviour due to axial tension from large amplitudes of deformation. An additional cross-beam, mounted transversely and with a movable mass at each tip, allows tuning of the primary torsion LNM such that it is close to the primary bending LNM. Perturbing the location of one mass relative to that of the other leads to veering between the eigenvalues of the bending and torsion LNMs. For a number of selected geometries in the region of veering, a nonlinear reduced order model (NLROM) is created and the nonlinear normal modes (NNMs) are used to describe the underlying nonlinear behaviour of the structure. The relationship between the ‘closeness’ of the eigenvalues and the nonlinear dynamic behaviour is demonstrated in the NNM backbone curves, and veering-like behaviour is observed. Finally, the forced and damped dynamics of the structure are predicted using several analytical and numerical tools and are compared to experimental measurements. As well as showing a good agreement between the predicted and measured responses, phenomena such as a 1:1 internal resonance and quasi-periodic behaviour are identified.
AB - Understanding the linear and nonlinear dynamic behaviour of beams is critical for the design of many engineering structures such as spacecraft antennae, aircraft wings, and turbine blades. When the eigenvalues of such structures are closely-spaced, nonlinearity may lead to interactions between the underlying linear normal modes (LNMs). This work considers a clamped-clamped beam which exhibits nonlinear behaviour due to axial tension from large amplitudes of deformation. An additional cross-beam, mounted transversely and with a movable mass at each tip, allows tuning of the primary torsion LNM such that it is close to the primary bending LNM. Perturbing the location of one mass relative to that of the other leads to veering between the eigenvalues of the bending and torsion LNMs. For a number of selected geometries in the region of veering, a nonlinear reduced order model (NLROM) is created and the nonlinear normal modes (NNMs) are used to describe the underlying nonlinear behaviour of the structure. The relationship between the ‘closeness’ of the eigenvalues and the nonlinear dynamic behaviour is demonstrated in the NNM backbone curves, and veering-like behaviour is observed. Finally, the forced and damped dynamics of the structure are predicted using several analytical and numerical tools and are compared to experimental measurements. As well as showing a good agreement between the predicted and measured responses, phenomena such as a 1:1 internal resonance and quasi-periodic behaviour are identified.
KW - Closely-spaced modes of vibration
KW - Experimental nonlinear dynamics
KW - Nonlinear beam
KW - Nonlinear mode veering
KW - Nonlinear normal modes
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U2 - 10.1016/j.jsv.2017.11.045
DO - 10.1016/j.jsv.2017.11.045
M3 - Article
AN - SCOPUS:85044316274
SN - 0022-460X
VL - 416
SP - 1
EP - 16
JO - Journal of Sound and Vibration
JF - Journal of Sound and Vibration
ER -