On the methods of critical load estimation of spherical circle axially symmetrical shells

J. Awrejcewicz, A. V. Krysko, I. V. Papkova, I. Y. Vygodchikova, V. A. Krysko

Результат исследований: Материалы для журналаСтатья

3 Цитирования (Scopus)

Выдержка

A relaxation method is applied to estimate and predict a critical set of parameters responsible for stability loss (buckling) of spherical circle axially symmetric shells. The buckling phenomenon under static loading was investigated by solving the Cauchy problem for a set of ordinary differential equations and the Hausdorff metrics was applied while quantifying the data obtained within the novel approach.

Язык оригиналаАнглийский
Страницы (с-по)293-301
Число страниц9
ЖурналThin-Walled Structures
Том94
DOI
СостояниеОпубликовано - 1 сен 2015
Опубликовано для внешнего пользованияДа

Отпечаток

Buckling
Ordinary differential equations

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanical Engineering

Цитировать

On the methods of critical load estimation of spherical circle axially symmetrical shells. / Awrejcewicz, J.; Krysko, A. V.; Papkova, I. V.; Vygodchikova, I. Y.; Krysko, V. A.

В: Thin-Walled Structures, Том 94, 01.09.2015, стр. 293-301.

Результат исследований: Материалы для журналаСтатья

Awrejcewicz, J. ; Krysko, A. V. ; Papkova, I. V. ; Vygodchikova, I. Y. ; Krysko, V. A. / On the methods of critical load estimation of spherical circle axially symmetrical shells. В: Thin-Walled Structures. 2015 ; Том 94. стр. 293-301.
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