Response of laminated plates to non-stationary random excitation

Gabriel Cederbaum; Liviu Librescu; Isaac Elishakoff

doi:10.1016/0167-4730(89)90013-1

Response of laminated plates to non-stationary random excitation

Gabriel Cederbaum, Liviu Librescu, Isaac Elishakoff

Research output: Contribution to journal › Article › peer-review

21 Scopus citations

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.

Original language	English
Pages (from-to)	99-113
Number of pages	15
Journal	Structural Safety
Volume	6
Issue number	2-4
DOIs	https://doi.org/10.1016/0167-4730(89)90013-1
State	Published - 1 Jan 1989
Externally published	Yes

Keywords

composite materials
first-order shear deformation theory
random vibration

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction
Safety, Risk, Reliability and Quality

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10.1016/0167-4730(89)90013-1

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title = "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.",

keywords = "composite materials, first-order shear deformation theory, random vibration",

author = "Gabriel Cederbaum and Liviu Librescu and Isaac Elishakoff",

note = "Funding Information: L. Librescu appreciates the support of NASA-Langley Research Center through grant NAG-1-749. I. Elishakoff acknowledges the financial support of the Fund of promotion of Research at the Technion and of the Florida Atlantic University.",

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doi = "10.1016/0167-4730(89)90013-1",

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T1 - Response of laminated plates to non-stationary random excitation

AU - Cederbaum, Gabriel

AU - Librescu, Liviu

AU - Elishakoff, Isaac

N1 - Funding Information: L. Librescu appreciates the support of NASA-Langley Research Center through grant NAG-1-749. I. Elishakoff acknowledges the financial support of the Fund of promotion of Research at the Technion and of the Florida Atlantic University.

PY - 1989/1/1

Y1 - 1989/1/1

N2 - 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.

AB - 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.

KW - composite materials

KW - first-order shear deformation theory

KW - random vibration

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U2 - 10.1016/0167-4730(89)90013-1

DO - 10.1016/0167-4730(89)90013-1

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AN - SCOPUS:0024770634

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SP - 99

EP - 113

JO - Structural Safety

JF - Structural Safety

IS - 2-4

ER -

Response of laminated plates to non-stationary random excitation

Abstract

Keywords

ASJC Scopus subject areas

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