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Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity.

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Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity. / Turvey, G. J.; Salehi, M.
In: Computers and Structures, Vol. 79, No. 26-28, 11.2001, p. 2335-2348.

Research output: Contribution to Journal/Magazine › Journal article

Harvard

Turvey, GJ & Salehi, M 2001, 'Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity.', Computers and Structures, vol. 79, no. 26-28, pp. 2335-2348. https://doi.org/10.1016/S0045-7949(01)00060-8

APA

Turvey, G. J., & Salehi, M. (2001). Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity. Computers and Structures, 79(26-28), 2335-2348. https://doi.org/10.1016/S0045-7949(01)00060-8

Vancouver

Turvey GJ, Salehi M. Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity. Computers and Structures. 2001 Nov;79(26-28):2335-2348. doi: 10.1016/S0045-7949(01)00060-8

Author

Turvey, G. J. ; Salehi, M. / Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity. In: Computers and Structures. 2001 ; Vol. 79, No. 26-28. pp. 2335-2348.

Bibtex

@article{95918f84f88a46f8b5a2142c7809e8b6,
title = "Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity.",
abstract = "The governing equations for an elasto-plastic large deflection analysis of pressure loaded sector plates, based on the Ilyushin full-section yield criterion and the flow theory of plasticity, are presented. An outline of the solution of these equations using a finite difference implementation of the dynamic relaxation algorithm is given. Numerical results are presented for uniformly loaded slender and stocky sector plates with a 60° sector angle. In particular, first yield data are presented as well as the results of two parameter studies. The first study shows the effects of flexural and in-plane edge conditions on the deflections and stress resultants/couples at the centre of the sector plate and the second contrasts the spread of plasticity in slender sector plates with simply supported and clamped in-plane fixed edges.",
keywords = "Elasto-plastic response, Full-section yield model, Plasticity",
author = "Turvey, {G. J.} and M. Salehi",
year = "2001",
month = nov,
doi = "10.1016/S0045-7949(01)00060-8",
language = "English",
volume = "79",
pages = "2335--2348",
journal = "Computers and Structures",
publisher = "Elsevier Limited",
number = "26-28",

}

RIS

TY - JOUR

T1 - Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity.

AU - Turvey, G. J.

AU - Salehi, M.

PY - 2001/11

Y1 - 2001/11

N2 - The governing equations for an elasto-plastic large deflection analysis of pressure loaded sector plates, based on the Ilyushin full-section yield criterion and the flow theory of plasticity, are presented. An outline of the solution of these equations using a finite difference implementation of the dynamic relaxation algorithm is given. Numerical results are presented for uniformly loaded slender and stocky sector plates with a 60° sector angle. In particular, first yield data are presented as well as the results of two parameter studies. The first study shows the effects of flexural and in-plane edge conditions on the deflections and stress resultants/couples at the centre of the sector plate and the second contrasts the spread of plasticity in slender sector plates with simply supported and clamped in-plane fixed edges.

AB - The governing equations for an elasto-plastic large deflection analysis of pressure loaded sector plates, based on the Ilyushin full-section yield criterion and the flow theory of plasticity, are presented. An outline of the solution of these equations using a finite difference implementation of the dynamic relaxation algorithm is given. Numerical results are presented for uniformly loaded slender and stocky sector plates with a 60° sector angle. In particular, first yield data are presented as well as the results of two parameter studies. The first study shows the effects of flexural and in-plane edge conditions on the deflections and stress resultants/couples at the centre of the sector plate and the second contrasts the spread of plasticity in slender sector plates with simply supported and clamped in-plane fixed edges.

KW - Elasto-plastic response

KW - Full-section yield model

KW - Plasticity

U2 - 10.1016/S0045-7949(01)00060-8

DO - 10.1016/S0045-7949(01)00060-8

M3 - Journal article

VL - 79

SP - 2335

EP - 2348

JO - Computers and Structures

JF - Computers and Structures

IS - 26-28

ER -