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Response of laminated plates to non-stationary random excitation
Abstract The response of composite laminated plates subjected to non-stationary random excitation is determined. First-order shear deformation theory is used for the analysis of symmetric cross-ply and antisymmetric angle-ply plates. The time-dependent component of the forcing function is taken as a product of a well-defined, slowly varying envelope function, and a noise function, assumed to be white or narrow-band random excitation.
Response of laminated plates to non-stationary random excitation
Abstract The response of composite laminated plates subjected to non-stationary random excitation is determined. First-order shear deformation theory is used for the analysis of symmetric cross-ply and antisymmetric angle-ply plates. The time-dependent component of the forcing function is taken as a product of a well-defined, slowly varying envelope function, and a noise function, assumed to be white or narrow-band random excitation.
Response of laminated plates to non-stationary random excitation
Cederbaum, Gabriel (author) / Librescu, Liviu (author) / Elishakoff, Isaac (author)
Structural Safety ; 6 ; 99-113
1989-01-01
15 pages
Article (Journal)
Electronic Resource
English
Random response of antisymmetric angle-ply laminated plates
| Elsevier | 1989
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