Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure

Результат исследований: Публикации в книгах, отчётах, сборниках, трудах конференцийглава/раздел

Выдержка

The critical external pressure and buckling modes of a closed circular cylindrical shell joined at an edge with an annular plate are obtained by means of asymptotic methods. Two tipe of buckling, corresponding to narrow and wide rings, are analyzed. In both cases approximate solution of shell equations is represented as a sum of slowly varying functions and edge effect integrals. It is shown that a narrow ring can be considered as circular beam. For a wide ring joined with a cylindrical shell the couple buckling problem in the first approximation is reduced to the eigenvalue problem describing the plate buckling. An approximate solution of the last problem is obtained with the help of the perturbation approach. The asymptotic results are in good agreement with the numerical ones obtained by finite element analysis.

Язык оригиналаанглийский
Название основной публикацииRecent Developments in the Theory of Shells
РедакторыHolm Altenbach, Jacek Chróścielewski, Victor A. Eremeyev, Krzysztof Wiśniewski
Место публикацииCham
ИздательSpringer
Страницы251-270
ISBN (электронное издание)9783030177478
ISBN (печатное издание)9783030177461
DOI
СостояниеОпубликовано - 26 сен 2019

Серия публикаций

НазваниеAdvanced Structured Materials
Том110
ISSN (печатное издание)1869-8433
ISSN (электронное издание)1869-8441

Отпечаток

Buckling
Finite element method

Предметные области Scopus

  • Материаловедение (все)

Цитировать

Filippov, S. B., & Sabaneev, V. S. (2019). Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure. В H. Altenbach, J. Chróścielewski, V. A. Eremeyev, & K. Wiśniewski (Ред.), Recent Developments in the Theory of Shells (стр. 251-270). (Advanced Structured Materials; Том 110). Cham: Springer. https://doi.org/10.1007/978-3-030-17747-8_14
Filippov, S. B. ; Sabaneev, V. S. / Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure. Recent Developments in the Theory of Shells. редактор / Holm Altenbach ; Jacek Chróścielewski ; Victor A. Eremeyev ; Krzysztof Wiśniewski. Cham : Springer, 2019. стр. 251-270 (Advanced Structured Materials).
@inbook{b2da73cffbf743f3affc11792a100d19,
title = "Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure",
abstract = "The critical external pressure and buckling modes of a closed circular cylindrical shell joined at an edge with an annular plate are obtained by means of asymptotic methods. Two tipe of buckling, corresponding to narrow and wide rings, are analyzed. In both cases approximate solution of shell equations is represented as a sum of slowly varying functions and edge effect integrals. It is shown that a narrow ring can be considered as circular beam. For a wide ring joined with a cylindrical shell the couple buckling problem in the first approximation is reduced to the eigenvalue problem describing the plate buckling. An approximate solution of the last problem is obtained with the help of the perturbation approach. The asymptotic results are in good agreement with the numerical ones obtained by finite element analysis.",
author = "Filippov, {S. B.} and Sabaneev, {V. S.}",
note = "Filippov S.B., Sabaneev V.S. (2019) Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure. In: Altenbach H., Chr{\'o}ścielewski J., Eremeyev V., Wiśniewski K. (eds) Recent Developments in the Theory of Shells. Advanced Structured Materials, vol 110. Springer, Cham",
year = "2019",
month = "9",
day = "26",
doi = "10.1007/978-3-030-17747-8_14",
language = "English",
isbn = "9783030177461",
series = "Advanced Structured Materials",
publisher = "Springer",
pages = "251--270",
editor = "Altenbach, {Holm } and Chr{\'o}ścielewski, {Jacek } and Eremeyev, {Victor A. } and Wiśniewski, {Krzysztof }",
booktitle = "Recent Developments in the Theory of Shells",
address = "Germany",

}

Filippov, SB & Sabaneev, VS 2019, Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure. в H Altenbach, J Chróścielewski, VA Eremeyev & K Wiśniewski (ред.), Recent Developments in the Theory of Shells. Advanced Structured Materials, том. 110, Springer, Cham, стр. 251-270. https://doi.org/10.1007/978-3-030-17747-8_14

Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure. / Filippov, S. B.; Sabaneev, V. S.

Recent Developments in the Theory of Shells. ред. / Holm Altenbach; Jacek Chróścielewski; Victor A. Eremeyev; Krzysztof Wiśniewski. Cham : Springer, 2019. стр. 251-270 (Advanced Structured Materials; Том 110).

Результат исследований: Публикации в книгах, отчётах, сборниках, трудах конференцийглава/раздел

TY - CHAP

T1 - Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure

AU - Filippov, S. B.

AU - Sabaneev, V. S.

N1 - Filippov S.B., Sabaneev V.S. (2019) Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure. In: Altenbach H., Chróścielewski J., Eremeyev V., Wiśniewski K. (eds) Recent Developments in the Theory of Shells. Advanced Structured Materials, vol 110. Springer, Cham

PY - 2019/9/26

Y1 - 2019/9/26

N2 - The critical external pressure and buckling modes of a closed circular cylindrical shell joined at an edge with an annular plate are obtained by means of asymptotic methods. Two tipe of buckling, corresponding to narrow and wide rings, are analyzed. In both cases approximate solution of shell equations is represented as a sum of slowly varying functions and edge effect integrals. It is shown that a narrow ring can be considered as circular beam. For a wide ring joined with a cylindrical shell the couple buckling problem in the first approximation is reduced to the eigenvalue problem describing the plate buckling. An approximate solution of the last problem is obtained with the help of the perturbation approach. The asymptotic results are in good agreement with the numerical ones obtained by finite element analysis.

AB - The critical external pressure and buckling modes of a closed circular cylindrical shell joined at an edge with an annular plate are obtained by means of asymptotic methods. Two tipe of buckling, corresponding to narrow and wide rings, are analyzed. In both cases approximate solution of shell equations is represented as a sum of slowly varying functions and edge effect integrals. It is shown that a narrow ring can be considered as circular beam. For a wide ring joined with a cylindrical shell the couple buckling problem in the first approximation is reduced to the eigenvalue problem describing the plate buckling. An approximate solution of the last problem is obtained with the help of the perturbation approach. The asymptotic results are in good agreement with the numerical ones obtained by finite element analysis.

UR - http://www.scopus.com/inward/record.url?scp=85073161527&partnerID=8YFLogxK

U2 - 10.1007/978-3-030-17747-8_14

DO - 10.1007/978-3-030-17747-8_14

M3 - Chapter

AN - SCOPUS:85073161527

SN - 9783030177461

T3 - Advanced Structured Materials

SP - 251

EP - 270

BT - Recent Developments in the Theory of Shells

A2 - Altenbach, Holm

A2 - Chróścielewski, Jacek

A2 - Eremeyev, Victor A.

A2 - Wiśniewski, Krzysztof

PB - Springer

CY - Cham

ER -

Filippov SB, Sabaneev VS. Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure. В Altenbach H, Chróścielewski J, Eremeyev VA, Wiśniewski K, редакторы, Recent Developments in the Theory of Shells. Cham: Springer. 2019. стр. 251-270. (Advanced Structured Materials). https://doi.org/10.1007/978-3-030-17747-8_14