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The nonlinear problem of the symmetric deformation of a hollow sphere. / Osmolovskii, V. G.

In: Journal of Soviet Mathematics, Vol. 10, No. 1, 07.1978, p. 104-109.

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

Harvard

Osmolovskii, VG 1978, 'The nonlinear problem of the symmetric deformation of a hollow sphere', Journal of Soviet Mathematics, vol. 10, no. 1, pp. 104-109. https://doi.org/10.1007/BF01109729

APA

Osmolovskii, V. G. (1978). The nonlinear problem of the symmetric deformation of a hollow sphere. Journal of Soviet Mathematics, 10(1), 104-109. https://doi.org/10.1007/BF01109729

Vancouver

Osmolovskii VG. The nonlinear problem of the symmetric deformation of a hollow sphere. Journal of Soviet Mathematics. 1978 Jul;10(1):104-109. https://doi.org/10.1007/BF01109729

Author

Osmolovskii, V. G. / The nonlinear problem of the symmetric deformation of a hollow sphere. In: Journal of Soviet Mathematics. 1978 ; Vol. 10, No. 1. pp. 104-109.

BibTeX

@article{8e3b8d79f85c417b898e9abf495a5fa9,
title = "The nonlinear problem of the symmetric deformation of a hollow sphere",
abstract = "The problem is considered within the framework of the geometrical nonlinear theory of elasticity. Minimal restrictions are found under which the zero solution is unique for zero loads. Under these restrictions uniqueness of the solution for the tensile forces is proved, and the critical compressive force is found for which uniqueness is destroyed.",
author = "Osmolovskii, {V. G.}",
year = "1978",
month = jul,
doi = "10.1007/BF01109729",
language = "English",
volume = "10",
pages = "104--109",
journal = "Journal of Mathematical Sciences",
issn = "1072-3374",
publisher = "Springer Nature",
number = "1",

}

RIS

TY - JOUR

T1 - The nonlinear problem of the symmetric deformation of a hollow sphere

AU - Osmolovskii, V. G.

PY - 1978/7

Y1 - 1978/7

N2 - The problem is considered within the framework of the geometrical nonlinear theory of elasticity. Minimal restrictions are found under which the zero solution is unique for zero loads. Under these restrictions uniqueness of the solution for the tensile forces is proved, and the critical compressive force is found for which uniqueness is destroyed.

AB - The problem is considered within the framework of the geometrical nonlinear theory of elasticity. Minimal restrictions are found under which the zero solution is unique for zero loads. Under these restrictions uniqueness of the solution for the tensile forces is proved, and the critical compressive force is found for which uniqueness is destroyed.

UR - http://www.scopus.com/inward/record.url?scp=34250285827&partnerID=8YFLogxK

U2 - 10.1007/BF01109729

DO - 10.1007/BF01109729

M3 - Article

AN - SCOPUS:34250285827

VL - 10

SP - 104

EP - 109

JO - Journal of Mathematical Sciences

JF - Journal of Mathematical Sciences

SN - 1072-3374

IS - 1

ER -

ID: 88707730