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- W2372891794 abstract "The analysis of stability of large-scale thin-walled cylindrical shells in electric power engineering is a complex problem.Generally,the shells are subjected to axial compression and internal pressure.In this paper,DIN18800 is combined with GB150.The effects caused by initial imperfection,the length of adjacent stiffeners as well as large opening on stability of large-scale thin-walled cylindrical shells are studied through finite element analysis.The research shows that initial imperfection can reduce limit buckling stresses to be below one fourth of its ideal buckling stresses.In addition,the limit buckling stresses of thin-walled shells is markedly increased by ring stiffeners.Large opening can sharply weaken global stability of cylindrical shells.The results are helpful to the research on stability of thin-walled shells in both theoretical and practical significance." @default.
- W2372891794 created "2016-06-24" @default.
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- W2372891794 date "2010-01-01" @default.
- W2372891794 modified "2023-09-23" @default.
- W2372891794 title "Study of stability of large-scale thin-walled cylindrical shells under axial compression" @default.
- W2372891794 hasPublicationYear "2010" @default.
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