On the reliability of imperfection-sensitive long isotropic cylindrical shells

被引:16
|
作者
Cederbaum, G [1 ]
Arbocz, J [1 ]
机构
[1] DELFT UNIV TECHNOL,FAC AEROSP ENGN,DELFT,NETHERLANDS
关键词
imperfection-sensitive shells; buckling; Koiter criterion; imperfection data bank; Hasofer-Lind method;
D O I
10.1016/0167-4730(96)00001-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The reliability of imperfection-sensitive shells is derived. The Koiter (asymmetric case) formula is used to construct the failure criterion for the case where the imperfection surface is described by two terms of a double Fourier series with random amplitudes. The effect of the correlation between these variables is also investigated. In some cases exact solutions are derived, while in others, approximate derivations are obtained within the Hasofer-Lind method. Copyright (C) 1996 Elsevier Science Ltd.
引用
收藏
页码:1 / 9
页数:9
相关论文
共 50 条
  • [1] Vibration correlation technique for predicting the buckling load of imperfection-sensitive isotropic cylindrical shells: An analytical and numerical verification
    Franzoni, Felipe
    Degenhardt, Richard
    Albus, Jochen
    Arbelo, Mariano Andres
    THIN-WALLED STRUCTURES, 2019, 140 : 236 - 247
  • [2] DYNAMIC PULSE BUCKLING OF IMPERFECTION-SENSITIVE SHELLS
    LINDBERG, HE
    JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1991, 58 (03): : 743 - 748
  • [3] Dynamic pulse buckling of imperfection-sensitive shells
    Lindberg, Herbert E., 1600, (58):
  • [4] Reliability of imperfection-sensitive composite shells via the Koiter-Cohen criterion
    Cederbaum, G
    Arbocz, J
    RELIABILITY ENGINEERING & SYSTEM SAFETY, 1997, 56 (03) : 257 - 263
  • [5] RELIABILITY-BASED DESIGN OF IMPERFECTION-SENSITIVE STRUCTURES
    PALASSOPOULOS, GV
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1991, 117 (06): : 1220 - 1240
  • [7] Optimization of imperfection-sensitive structures
    Palassopoulos, G.V., 1663, (115):
  • [8] OPTIMIZATION OF IMPERFECTION-SENSITIVE STRUCTURES
    PALASSOPOULOS, GV
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1989, 115 (08): : 1663 - 1682
  • [9] A penalty approach to obtain lower bound buckling loads for imperfection-sensitive shells
    Godoy, Luis A.
    Jaca, Rossana C.
    Sosa, Eduardo M.
    Flores, Fernando G.
    THIN-WALLED STRUCTURES, 2015, 95 : 183 - 195
  • [10] A PENALTY APPROACH TO OBTAIN LOWER BOUND BUCKLING LOADS OF IMPERFECTION-SENSITIVE SHELLS
    Godoy, Luis A.
    Jaca, Rossana C.
    Sosa, Eduardo M.
    Flores, Fernando G.
    PROCEEDINGS OF THE 1ST PAN-AMERICAN CONGRESS ON COMPUTATIONAL MECHANICS AND XI ARGENTINE CONGRESS ON COMPUTATIONAL MECHANICS, 2015, : 29 - 40