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Non-linear first yield analysis of circular plates subjected to combined uniform pressure and edge compression.

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Non-linear first yield analysis of circular plates subjected to combined uniform pressure and edge compression. / Turvey, G. J.; Drinali, H.

In: Computers and Structures, Vol. 63, No. 4, 1997, p. 769-773.

Research output: Contribution to Journal/MagazineJournal article

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Turvey, G. J. ; Drinali, H. / Non-linear first yield analysis of circular plates subjected to combined uniform pressure and edge compression. In: Computers and Structures. 1997 ; Vol. 63, No. 4. pp. 769-773.

Bibtex

@article{c887a92be28d4122abd6bf95e24bec16,
title = "Non-linear first yield analysis of circular plates subjected to combined uniform pressure and edge compression.",
abstract = "The large deflection axisymmetric circular plate equations are solved using a finite-difference implementation of the dynamic relaxation (DR) algorithm. The numerical solution is combined with the von Mises yield criterion to provide first yield data for the case of uniform in-plane compression combined with uniform transverse pressure. Data in the form of nondimensional interaction curves are provided for simply supported and clamped plates and for a range of initial deflection amplitudes and slenderness ratios.",
author = "Turvey, {G. J.} and H. Drinali",
year = "1997",
doi = "10.1016/S0045-7949(96)00076-4",
language = "English",
volume = "63",
pages = "769--773",
journal = "Computers and Structures",
issn = "0045-7949",
publisher = "Elsevier Limited",
number = "4",

}

RIS

TY - JOUR

T1 - Non-linear first yield analysis of circular plates subjected to combined uniform pressure and edge compression.

AU - Turvey, G. J.

AU - Drinali, H.

PY - 1997

Y1 - 1997

N2 - The large deflection axisymmetric circular plate equations are solved using a finite-difference implementation of the dynamic relaxation (DR) algorithm. The numerical solution is combined with the von Mises yield criterion to provide first yield data for the case of uniform in-plane compression combined with uniform transverse pressure. Data in the form of nondimensional interaction curves are provided for simply supported and clamped plates and for a range of initial deflection amplitudes and slenderness ratios.

AB - The large deflection axisymmetric circular plate equations are solved using a finite-difference implementation of the dynamic relaxation (DR) algorithm. The numerical solution is combined with the von Mises yield criterion to provide first yield data for the case of uniform in-plane compression combined with uniform transverse pressure. Data in the form of nondimensional interaction curves are provided for simply supported and clamped plates and for a range of initial deflection amplitudes and slenderness ratios.

U2 - 10.1016/S0045-7949(96)00076-4

DO - 10.1016/S0045-7949(96)00076-4

M3 - Journal article

VL - 63

SP - 769

EP - 773

JO - Computers and Structures

JF - Computers and Structures

SN - 0045-7949

IS - 4

ER -