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On the forms of local buckling of thin elastic shells. / Tovstik, P. E.

In: Transactions of the Canadian Society for Mechanical Engineering, Vol. 15, No. 3, 1991, p. 199-211.

Research output: Contribution to journal › Article › peer-review

Harvard

Tovstik, PE 1991, 'On the forms of local buckling of thin elastic shells', Transactions of the Canadian Society for Mechanical Engineering, vol. 15, no. 3, pp. 199-211.

APA

Tovstik, P. E. (1991). On the forms of local buckling of thin elastic shells. Transactions of the Canadian Society for Mechanical Engineering, 15(3), 199-211.

Vancouver

Tovstik PE. On the forms of local buckling of thin elastic shells. Transactions of the Canadian Society for Mechanical Engineering. 1991;15(3):199-211.

Author

Tovstik, P. E. / On the forms of local buckling of thin elastic shells. In: Transactions of the Canadian Society for Mechanical Engineering. 1991 ; Vol. 15, No. 3. pp. 199-211.

BibTeX

@article{61210497a11447f5adeab730ad775be5,
title = "On the forms of local buckling of thin elastic shells",
abstract = "The stability of the membranous initial stress-strain state of equilibrium of thin elastic shells is studied. Using the two-dimensional theory of the Kirchhof-Love type, the linear problem of equilibrium bifurcation is considered. Buckling forms, localized near some lines or points on the middle surface of shell, called the weakest lines or points are studied. The asymptotic integration methods for equations with a parameter developed by A.L. Goldenveiser and V.P. Maslov are used. Approximate formulas for critical loads buckling forms which decrease with the deviation from the weakest line or point are found.",
author = "Tovstik, {P. E.}",
year = "1991",
language = "English",
volume = "15",
pages = "199--211",
journal = "Transactions of the Canadian Society for Mechanical Engineering",
issn = "0315-8977",
publisher = "Canadian Society for Mechanical Engineering",
number = "3",

}

RIS

TY - JOUR

T1 - On the forms of local buckling of thin elastic shells

AU - Tovstik, P. E.

PY - 1991

Y1 - 1991

N2 - The stability of the membranous initial stress-strain state of equilibrium of thin elastic shells is studied. Using the two-dimensional theory of the Kirchhof-Love type, the linear problem of equilibrium bifurcation is considered. Buckling forms, localized near some lines or points on the middle surface of shell, called the weakest lines or points are studied. The asymptotic integration methods for equations with a parameter developed by A.L. Goldenveiser and V.P. Maslov are used. Approximate formulas for critical loads buckling forms which decrease with the deviation from the weakest line or point are found.

AB - The stability of the membranous initial stress-strain state of equilibrium of thin elastic shells is studied. Using the two-dimensional theory of the Kirchhof-Love type, the linear problem of equilibrium bifurcation is considered. Buckling forms, localized near some lines or points on the middle surface of shell, called the weakest lines or points are studied. The asymptotic integration methods for equations with a parameter developed by A.L. Goldenveiser and V.P. Maslov are used. Approximate formulas for critical loads buckling forms which decrease with the deviation from the weakest line or point are found.

UR - http://www.scopus.com/inward/record.url?scp=0026368657&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0026368657

VL - 15

SP - 199

EP - 211

JO - Transactions of the Canadian Society for Mechanical Engineering

JF - Transactions of the Canadian Society for Mechanical Engineering

SN - 0315-8977

IS - 3

ER -

ID: 9284769