Результаты исследований: Публикации в книгах, отчётах, сборниках, трудах конференций › глава/раздел › научная › Рецензирование
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 Nature, 2019. стр. 251-270 (Advanced Structured Materials; Том 110).Результаты исследований: Публикации в книгах, отчётах, сборниках, трудах конференций › глава/раздел › научная › Рецензирование
}
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
UR - http://www.mendeley.com/research/buckling-cylindrical-shell-stiffened-annular-plate-under-external-pressure
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 Nature
CY - Cham
ER -
ID: 49300061