2013
DOI: 10.1016/j.tws.2013.06.017
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Analytical and finite element modelling of long plate mode jumping behaviour

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Cited by 11 publications
(3 citation statements)
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“…In addition, based on perturbed theory, the feasibility of diagnosis of structural preload state can be analyzed from the change in structural mode shape. Perturbed theory shows that after small changes in structural parameters, the natural frequency and mode shape of the structure will also change accordingly, and the modal step phenomenon may occur [24]. The modal mode step refers to the sequence exchange or dislocation between the modal modes of the structural system, which is manifested as the conversion of the low-order modal mode vector before perturbation into the higher-order modal mode vector after perturbation.…”
Section: Structural Preload State Diagnosis Theorymentioning
confidence: 99%
See 1 more Smart Citation
“…In addition, based on perturbed theory, the feasibility of diagnosis of structural preload state can be analyzed from the change in structural mode shape. Perturbed theory shows that after small changes in structural parameters, the natural frequency and mode shape of the structure will also change accordingly, and the modal step phenomenon may occur [24]. The modal mode step refers to the sequence exchange or dislocation between the modal modes of the structural system, which is manifested as the conversion of the low-order modal mode vector before perturbation into the higher-order modal mode vector after perturbation.…”
Section: Structural Preload State Diagnosis Theorymentioning
confidence: 99%
“…According to the canonical perturbation theory [24], the eigenvalues and eigenvectors can be expanded into power series based on ξ.…”
Section: Structural Preload State Diagnosis Theorymentioning
confidence: 99%
“…[29][30][31][32] Some simplified approaches on the structural profiles were also made, such as equivalent cross-sections for engineering applications. [33][34][35] For perforated plates with opposite free edges, the local stress and strain distributions along the cutout edges are not significant to affect the buckling behaviour of the plate. The buckling behaviour is more of a global one, thus less sensitive to local elements.…”
Section: Introductionmentioning
confidence: 99%