2004
DOI: 10.1016/j.compstruc.2004.09.003
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Asymptotic non-linear normal modes for large-amplitude vibrations of continuous structures

Abstract: Non-linear normal modes (NNMs) are used in order to derive accurate reduced-order models for large amplitude vibrations of structural systems displaying geometrical nonlinearities. This is achieved through real normal form theory, recovering the definition of a NNM as an invariant manifold in phase space, and allowing definition of new coordinates non-linearly related to the initial, modal ones. Two examples are studied: a linear beam resting on a non-linear elastic foundation, and a non-linear clamped-clamped… Show more

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Cited by 49 publications
(49 citation statements)
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“…It is to be noted that in contrast to the linear normal modes, the NNMs are not orthogonal, but due to their invariance property they could still be suitable for accurate and efficient order reduction in nonlinear oscillatory systems ). Moreover the mode shapes corresponding to NNMs would change with amplitude and thus with time (Touze et al 2004).…”
Section: Saeed Mahmoudkhani Amentioning
confidence: 99%
“…It is to be noted that in contrast to the linear normal modes, the NNMs are not orthogonal, but due to their invariance property they could still be suitable for accurate and efficient order reduction in nonlinear oscillatory systems ). Moreover the mode shapes corresponding to NNMs would change with amplitude and thus with time (Touze et al 2004).…”
Section: Saeed Mahmoudkhani Amentioning
confidence: 99%
“…Note also that the terms h γ (u) and n uγ (u) has been introduced to account for additional terms due to the n vγ (v) term in (13). The state vector v can be eliminated from (13) using (14) and thenü can be eliminated using (15), to produce…”
Section: Nonlinear Near-identity Transformation: V → Umentioning
confidence: 99%
“…Note that where matrices are scalar the bold notation is dropped. The third transform, the near-identity transform, uses (14) to convert this equation into a dynamic equation of the form given in (15). To evaluate h and N u , the nonlinear term N v (v) must be expressed as a power series in ε, (13).…”
Section: Applying the Normal Form Techniquementioning
confidence: 99%
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“…To derive our finite element formulation, a weighted residual approach is applied to Equations (8). The formulation is presented in Equations (10) ∇N b ).…”
Section: Streamline Upwinded Petrov-galerkinmentioning
confidence: 99%