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Axisymmetric Buckling of Homogeneous and Laminated Circular Plates

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Axisymmetric Buckling of Homogeneous and Laminated Circular Plates. / Ye, Jianqiao.
In: Journal of Structural Engineering, Vol. 121, No. 8, 08.1995, p. 1221-1224.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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Ye J. Axisymmetric Buckling of Homogeneous and Laminated Circular Plates. Journal of Structural Engineering. 1995 Aug;121(8):1221-1224. doi: 10.1061/(ASCE)0733-9445(1995)121:8(1221)

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Ye, Jianqiao. / Axisymmetric Buckling of Homogeneous and Laminated Circular Plates. In: Journal of Structural Engineering. 1995 ; Vol. 121, No. 8. pp. 1221-1224.

Bibtex

@article{0a711abad210444b84a97cdc29e464ed,
title = "Axisymmetric Buckling of Homogeneous and Laminated Circular Plates",
abstract = "The axisymmetric buckling problems of homogeneous and laminated circular plates, on the basis of three-dimensional elasticity considerations for both prebuckling and perturbed analyses, are studied in this paper. Based on a recursive formulation, the present method always finds buckling loads as roots of a 2 x 2 eigendeterminant, regardless of the number of layers of the laminated plate being considered. Detailed numerical results dealing with axisymmetric buckling of plates made of either homogeneous or laminated material are presented and discussed. The buckling mode shapes for selected problems are also presented.",
author = "Jianqiao Ye",
year = "1995",
month = aug,
doi = "10.1061/(ASCE)0733-9445(1995)121:8(1221)",
language = "English",
volume = "121",
pages = "1221--1224",
journal = "Journal of Structural Engineering",
issn = "0733-9445",
publisher = "American Society of Civil Engineers (ASCE)",
number = "8",

}

RIS

TY - JOUR

T1 - Axisymmetric Buckling of Homogeneous and Laminated Circular Plates

AU - Ye, Jianqiao

PY - 1995/8

Y1 - 1995/8

N2 - The axisymmetric buckling problems of homogeneous and laminated circular plates, on the basis of three-dimensional elasticity considerations for both prebuckling and perturbed analyses, are studied in this paper. Based on a recursive formulation, the present method always finds buckling loads as roots of a 2 x 2 eigendeterminant, regardless of the number of layers of the laminated plate being considered. Detailed numerical results dealing with axisymmetric buckling of plates made of either homogeneous or laminated material are presented and discussed. The buckling mode shapes for selected problems are also presented.

AB - The axisymmetric buckling problems of homogeneous and laminated circular plates, on the basis of three-dimensional elasticity considerations for both prebuckling and perturbed analyses, are studied in this paper. Based on a recursive formulation, the present method always finds buckling loads as roots of a 2 x 2 eigendeterminant, regardless of the number of layers of the laminated plate being considered. Detailed numerical results dealing with axisymmetric buckling of plates made of either homogeneous or laminated material are presented and discussed. The buckling mode shapes for selected problems are also presented.

U2 - 10.1061/(ASCE)0733-9445(1995)121:8(1221)

DO - 10.1061/(ASCE)0733-9445(1995)121:8(1221)

M3 - Journal article

VL - 121

SP - 1221

EP - 1224

JO - Journal of Structural Engineering

JF - Journal of Structural Engineering

SN - 0733-9445

IS - 8

ER -