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Buckling of thin shells by reason of the weak support of the edge. / Tovstik, P. E.

в: Vestnik Leningradskogo Universiteta: Matematika, Mekhanika, № 3, 07.1991, стр. 76-81.

Результаты исследований: Научные публикации в периодических изданиях › статья › Рецензирование

Harvard

Tovstik, PE 1991, 'Buckling of thin shells by reason of the weak support of the edge', Vestnik Leningradskogo Universiteta: Matematika, Mekhanika, № 3, стр. 76-81.

APA

Tovstik, P. E. (1991). Buckling of thin shells by reason of the weak support of the edge. Vestnik Leningradskogo Universiteta: Matematika, Mekhanika, (3), 76-81.

Vancouver

Tovstik PE. Buckling of thin shells by reason of the weak support of the edge. Vestnik Leningradskogo Universiteta: Matematika, Mekhanika. 1991 Июль;(3):76-81.

Author

Tovstik, P. E. / Buckling of thin shells by reason of the weak support of the edge. в: Vestnik Leningradskogo Universiteta: Matematika, Mekhanika. 1991 ; № 3. стр. 76-81.

BibTeX

@article{954ff6999078484e91f3d89bc2b8b625,
title = "Buckling of thin shells by reason of the weak support of the edge",
abstract = "Buckling of the initial momentumless stressed state of a thin shell caused by weak fixing of one of its edges is considered. In this case the buckling form is localized in the vicinity of the given edge. Eight versions of boundary conditions, which for some parameter values of the problem admit the occurrence of such buckling forms along with the critical load reduction at the same time, are found. The stability of a cylindrical shell or a panel with a loosely fixed curvilinear (or cylindrical) edge under axial compression and that of a buckling shell of rotation under axial compression are considered.",
author = "Tovstik, {P. E.}",
year = "1991",
month = jul,
language = "English",
pages = "76--81",
journal = "ВЕСТНИК САНКТ-ПЕТЕРБУРГСКОГО УНИВЕРСИТЕТА. МАТЕМАТИКА. МЕХАНИКА. АСТРОНОМИЯ",
issn = "1025-3106",
publisher = "Издательство Санкт-Петербургского университета",
number = "3",

}

RIS

TY - JOUR

T1 - Buckling of thin shells by reason of the weak support of the edge

AU - Tovstik, P. E.

PY - 1991/7

Y1 - 1991/7

N2 - Buckling of the initial momentumless stressed state of a thin shell caused by weak fixing of one of its edges is considered. In this case the buckling form is localized in the vicinity of the given edge. Eight versions of boundary conditions, which for some parameter values of the problem admit the occurrence of such buckling forms along with the critical load reduction at the same time, are found. The stability of a cylindrical shell or a panel with a loosely fixed curvilinear (or cylindrical) edge under axial compression and that of a buckling shell of rotation under axial compression are considered.

AB - Buckling of the initial momentumless stressed state of a thin shell caused by weak fixing of one of its edges is considered. In this case the buckling form is localized in the vicinity of the given edge. Eight versions of boundary conditions, which for some parameter values of the problem admit the occurrence of such buckling forms along with the critical load reduction at the same time, are found. The stability of a cylindrical shell or a panel with a loosely fixed curvilinear (or cylindrical) edge under axial compression and that of a buckling shell of rotation under axial compression are considered.

UR - http://www.scopus.com/inward/record.url?scp=0026193920&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0026193920

SP - 76

EP - 81

JO - ВЕСТНИК САНКТ-ПЕТЕРБУРГСКОГО УНИВЕРСИТЕТА. МАТЕМАТИКА. МЕХАНИКА. АСТРОНОМИЯ

JF - ВЕСТНИК САНКТ-ПЕТЕРБУРГСКОГО УНИВЕРСИТЕТА. МАТЕМАТИКА. МЕХАНИКА. АСТРОНОМИЯ

SN - 1025-3106

IS - 3

ER -

ID: 9284851