Analytical and numerical assessment of buckling strength of silos with corrugated walls under uniform external pressure
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-022-00423-1.pdf
Reference26 articles.
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2. Arbocz, J., & Sechler, E. E. (1974). On the buckling of axially compressed imperfect cylindrical shells. Journal of Applied Mechanics, 41(3), 737–743.
3. Błachut, J., & Jaiswal, O. (1999). On the choice of initial geometric imperfections in externally pressurized shells. Journal of Pressure Vessel Technology, 121, 71–76.
4. Chen, L., & Rotter, J. M. (2012). Buckling of anchored cylindrical shells of uniform thickness under wind load. Engineering Strucures., 41, 199–208.
5. Chen, L., Rotter, J. M., & Doerich-Stavridis, C. (2012). Practical calculations for uniform external pressure buckling in cylindrical shells with stepped walls. Thin-Walled Structures, 61, 162–168.
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