Analysis of Buckling Behavior on the Thin-Walled Circular Cylinder
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-7282-8_15
Reference14 articles.
1. Houliara S, Karamanos SA (2011) Buckling of thin-walled long steel cylinders subjected to bending. J Pressure Vessel Technol 133(1). https://doi.org/10.1115/1.4002902
2. Fan H (2019) Critical buckling load prediction of axially compressed cylindrical shell based on non-destructive probing method. J Thin Walled Struct 139:91–104. https://doi.org/10.1016/j.tws.2019.02.034
3. Nedelcu M, Cucu HL (2014) Buckling modes identification from Fea of thin-walled members using only GBT cross-sectional deformation modes. J Thin Walled Struct 81:150–158. https://doi.org/10.1016/J.Tws.2013.06.007
4. Estekanchi HE, Avafai (1999) On the buckling of cylindrical shells with through cracks under axial load. J Thin Walled Struct 35(4):255–274. https://doi.org/10.1016/S0263-8231(99)00028
5. Tennyson RC, Booton M, Caswell RD (1971) buckling of imperfect elliptical cylindrical shells under axial compression. AIAA J 9(2). https://doi.org/10.2514/3.6159
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