期刊
THIN-WALLED STRUCTURES
卷 163, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.tws.2021.107656
关键词
Bree diagram; Direct approach; Progressive buckling; Ratcheting deformation; Linear Matching Method
资金
- China Scholarship Council
- National Natural Science Foundation of China [51828501, 51835503]
- Higher Education Discipline Innovation Project (111 Project), China [B13020]
- University of Strathclyde, UK
- East China University of Science and Technology
In this paper, the Bree diagram is extended to consider progressive buckling failure, with a direct approach developed for structural progressive buckling design considering ratcheting deformation. The progressive buckling mechanism under the combination of constant and cyclic loadings is discussed, with a two-stage direct approach based on Linear Matching Method and nonlinear buckling analysis presented to generate design curves in the extended Bree diagram. The direct approach is shown to accurately predict progressive buckling load compared to other methods, with formulas derived for progressive buckling design of cylindrical shells with various geometrical parameters.
In this paper, the Bree diagram is extended to consider the progressive buckling failure and a direct approach for structural progressive buckling design considering ratcheting deformation is developed. Firstly, the progressive buckling mechanism of structures subjected to the combination of constant and cyclic loadings is sufficiently discussed. Then, a two-stage direct approach is developed based on the Linear Matching Method and nonlinear buckling analysis, which can generate progressive buckling design curves in the extended Bree diagram. To illustrate the application of the direct approach to progressive buckling design, a cylindrical shell model with an opening is provided as a numerical example. Furthermore, geometrical effects, e.g. the opening size and the shell thickness, on the progressive buckling limit are investigated. Formulas for progressive buckling design of cylindrical shells with various geometrical parameters are derived by fitting curves. Compared with other methods, the direct approach could predict accurate progressive buckling load.
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