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Elasto-plastic large deflection response of pressure loaded circular plates stiffened by a single diametral stiffener

Research output: Contribution to Journal/Magazine › Journal article › peer-review

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Elasto-plastic large deflection response of pressure loaded circular plates stiffened by a single diametral stiffener. / Turvey, G. J.; Salehi, M.
In: Thin-Walled Structures, Vol. 46, No. 7-9, 2008, p. 991-1002.

Research output: Contribution to Journal/Magazine › Journal article › peer-review

Harvard

Turvey, GJ & Salehi, M 2008, 'Elasto-plastic large deflection response of pressure loaded circular plates stiffened by a single diametral stiffener', Thin-Walled Structures, vol. 46, no. 7-9, pp. 991-1002. https://doi.org/10.1016/j.tws.2008.01.006

APA

Turvey, G. J., & Salehi, M. (2008). Elasto-plastic large deflection response of pressure loaded circular plates stiffened by a single diametral stiffener. Thin-Walled Structures, 46(7-9), 991-1002. https://doi.org/10.1016/j.tws.2008.01.006

Vancouver

Turvey GJ, Salehi M. Elasto-plastic large deflection response of pressure loaded circular plates stiffened by a single diametral stiffener. Thin-Walled Structures. 2008;46(7-9):991-1002. doi: 10.1016/j.tws.2008.01.006

Author

Turvey, G. J. ; Salehi, M. / Elasto-plastic large deflection response of pressure loaded circular plates stiffened by a single diametral stiffener. In: Thin-Walled Structures. 2008 ; Vol. 46, No. 7-9. pp. 991-1002.

Bibtex

@article{cde0c47275c9435a9ee7242f04fac0e6,
title = "Elasto-plastic large deflection response of pressure loaded circular plates stiffened by a single diametral stiffener",
abstract = "Equations for the elasto-plastic large deflection non-axisymmetric response of discretely stiffened circular plates are presented. Plastic strains within the plate and stiffener are modelled using the Ilyushin full-section and modified Von Mises yield criteria and the associated flow rule. The equations are discretised using finite differences for solution by the DR iterative procedure. The analysis is used to study the large deflection response of uniformly loaded plates stiffened by a diametral stiffener of rectangular cross-section. Dimensionless graphs of centre deflection, etc., versus pressure are presented for stocky and slender simply supported and clamped plates with shallow and deep stiffeners. (C) 2008 Elsevier Ltd. All rights reserved.",
keywords = "Deflection, Elasticity , Plasticity , Plates , Pressure , Stiffener",
author = "Turvey, {G. J.} and M. Salehi",
year = "2008",
doi = "10.1016/j.tws.2008.01.006",
language = "English",
volume = "46",
pages = "991--1002",
journal = "Thin-Walled Structures",
issn = "0263-8231",
publisher = "Elsevier Limited",
number = "7-9",

}

RIS

TY - JOUR

T1 - Elasto-plastic large deflection response of pressure loaded circular plates stiffened by a single diametral stiffener

AU - Turvey, G. J.

AU - Salehi, M.

PY - 2008

Y1 - 2008

N2 - Equations for the elasto-plastic large deflection non-axisymmetric response of discretely stiffened circular plates are presented. Plastic strains within the plate and stiffener are modelled using the Ilyushin full-section and modified Von Mises yield criteria and the associated flow rule. The equations are discretised using finite differences for solution by the DR iterative procedure. The analysis is used to study the large deflection response of uniformly loaded plates stiffened by a diametral stiffener of rectangular cross-section. Dimensionless graphs of centre deflection, etc., versus pressure are presented for stocky and slender simply supported and clamped plates with shallow and deep stiffeners. (C) 2008 Elsevier Ltd. All rights reserved.

AB - Equations for the elasto-plastic large deflection non-axisymmetric response of discretely stiffened circular plates are presented. Plastic strains within the plate and stiffener are modelled using the Ilyushin full-section and modified Von Mises yield criteria and the associated flow rule. The equations are discretised using finite differences for solution by the DR iterative procedure. The analysis is used to study the large deflection response of uniformly loaded plates stiffened by a diametral stiffener of rectangular cross-section. Dimensionless graphs of centre deflection, etc., versus pressure are presented for stocky and slender simply supported and clamped plates with shallow and deep stiffeners. (C) 2008 Elsevier Ltd. All rights reserved.

KW - Deflection

KW - Elasticity

KW - Plasticity

KW - Plates

KW - Pressure

KW - Stiffener

U2 - 10.1016/j.tws.2008.01.006

DO - 10.1016/j.tws.2008.01.006

M3 - Journal article

VL - 46

SP - 991

EP - 1002

JO - Thin-Walled Structures

JF - Thin-Walled Structures

SN - 0263-8231

IS - 7-9

ER -