Home > Research > Publications & Outputs > Elastic large deflection analysis of stiffened ...

Research

Associated organisational unit

Links

Text available via DOI:

Keywords

View graph of relations

Elastic large deflection analysis of stiffened annular sector plates.

Research output: Contribution to Journal/Magazine › Journal article

Published

Standard

Elastic large deflection analysis of stiffened annular sector plates. / Turvey, G. J.; Salehi, M.
In: International Journal of Mechanical Sciences, Vol. 40, No. 1, 1998, p. 51-70.

Research output: Contribution to Journal/Magazine › Journal article

Harvard

Turvey, GJ & Salehi, M 1998, 'Elastic large deflection analysis of stiffened annular sector plates.', International Journal of Mechanical Sciences, vol. 40, no. 1, pp. 51-70. https://doi.org/10.1016/S0020-7403(97)00030-1

APA

Turvey, G. J., & Salehi, M. (1998). Elastic large deflection analysis of stiffened annular sector plates. International Journal of Mechanical Sciences, 40(1), 51-70. https://doi.org/10.1016/S0020-7403(97)00030-1

Vancouver

Turvey GJ, Salehi M. Elastic large deflection analysis of stiffened annular sector plates. International Journal of Mechanical Sciences. 1998;40(1):51-70. doi: 10.1016/S0020-7403(97)00030-1

Author

Turvey, G. J. ; Salehi, M. / Elastic large deflection analysis of stiffened annular sector plates. In: International Journal of Mechanical Sciences. 1998 ; Vol. 40, No. 1. pp. 51-70.

Bibtex

@article{ce26908da7724e289a31736ce54d04b9,
title = "Elastic large deflection analysis of stiffened annular sector plates.",
abstract = "The governing equations of a discretely stiffened plate theory suitable for the non-axisymmetric elastic large deflection analysis of radially stiffened annular sector plates are outlined. A brief description of the DR finite difference procedure for the solution of these equations is presented. The DR analysis results for clamped stiffened annular sector plates subjected to uniform transverse pressure are compared with finite element solutions and it is established that the DR and FE results are generally in close agreement. The DR analysis is used to carry out four large deflection parameter studies to quantify the effects of stiffener depth, inner to outer radius ratio, thickness to radius ratio and sector angle on the response of uniformly loaded simply supported and clamped annular sector plates stiffened by a single eccentric radial stiffener.",
keywords = "deflection, elastic, plate, stiffener",
author = "Turvey, {G. J.} and M. Salehi",
year = "1998",
doi = "10.1016/S0020-7403(97)00030-1",
language = "English",
volume = "40",
pages = "51--70",
journal = "International Journal of Mechanical Sciences",
publisher = "Elsevier Limited",
number = "1",

}

RIS

TY - JOUR

T1 - Elastic large deflection analysis of stiffened annular sector plates.

AU - Turvey, G. J.

AU - Salehi, M.

PY - 1998

Y1 - 1998

N2 - The governing equations of a discretely stiffened plate theory suitable for the non-axisymmetric elastic large deflection analysis of radially stiffened annular sector plates are outlined. A brief description of the DR finite difference procedure for the solution of these equations is presented. The DR analysis results for clamped stiffened annular sector plates subjected to uniform transverse pressure are compared with finite element solutions and it is established that the DR and FE results are generally in close agreement. The DR analysis is used to carry out four large deflection parameter studies to quantify the effects of stiffener depth, inner to outer radius ratio, thickness to radius ratio and sector angle on the response of uniformly loaded simply supported and clamped annular sector plates stiffened by a single eccentric radial stiffener.

AB - The governing equations of a discretely stiffened plate theory suitable for the non-axisymmetric elastic large deflection analysis of radially stiffened annular sector plates are outlined. A brief description of the DR finite difference procedure for the solution of these equations is presented. The DR analysis results for clamped stiffened annular sector plates subjected to uniform transverse pressure are compared with finite element solutions and it is established that the DR and FE results are generally in close agreement. The DR analysis is used to carry out four large deflection parameter studies to quantify the effects of stiffener depth, inner to outer radius ratio, thickness to radius ratio and sector angle on the response of uniformly loaded simply supported and clamped annular sector plates stiffened by a single eccentric radial stiffener.

KW - deflection

KW - elastic

KW - plate

KW - stiffener

U2 - 10.1016/S0020-7403(97)00030-1

DO - 10.1016/S0020-7403(97)00030-1

M3 - Journal article

VL - 40

SP - 51

EP - 70

JO - International Journal of Mechanical Sciences

JF - International Journal of Mechanical Sciences

IS - 1

ER -