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TENSION BUCKLING AND VIBRATION BEHAVIOUR OF CURVED PANELS SUBJECTED TO NON-UNIFORM In-PLANE EDGE LOADING

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Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: International Journal of Structural Stability and Dynamics, , n. 3, v. 2
Seite(n): 409-423
DOI: 10.1142/s0219455402000579
Abstrakt:

The buckling and vibration behaviour of curved panels subjected to various in-plane tensile edge loadings are studied using the finite element method. The first order shear deformation theory is used to model the doubly curved panels, considering the effects of transverse shear deformation and rotary inertia. The theory used is extended from the dynamic, shear deformable theory based on the Sander's first approximation for doubly curved shells, which can be reduced to Love's and Donnell's theories by means of tracers. The in-plane non-uniform internal stresses are obtained as the plane elasticity solution with reasonable accuracy, based on which the buckling and vibration results are obtained. The effects of different edge loadings, aspect ratio, thickness ratio, shallowness parameters are considered in the buckling and vibration analysis.

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1142/s0219455402000579.
  • Über diese
    Datenseite
  • Reference-ID
    10353324
  • Veröffentlicht am:
    14.08.2019
  • Geändert am:
    14.08.2019
 
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