Buckling analyses of cylindrical shells with axial variable elastic modulus under external pressure
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40430-024-04742-z.pdf
Reference32 articles.
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3. Gusic G, Combescure A, Jullien JF (2000) The influence of circumferential thickness variations on the buckling of cylindrical shells under lateral pressure. Comput Struct 74(4):461–477
4. Combescure A, Gusic G (2001) Nonlinear buckling of cylinders under lateral pressure with nonaxisymmetric thickness imperfections using the COMI axisymmetric shell element. Int J Solids Struct 38(34–35):6207–6226
5. Jasion P (2009) Stability analysis of shells of revolution under pressure conditions. Thin-Walled Struct 47:311–317
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