Stability of cylindrical panel with variable thickness

Nguyen Thi Hien Luong, Thach Som So Hoach
Author affiliations

Authors

  • Nguyen Thi Hien Luong Department of Civil Engineering, Ho Chi Minh University of Technology
  • Thach Som So Hoach Department of Civil Engineering, Ho Chi Minh University of Technology

DOI:

https://doi.org/10.15625/0866-7136/28/1/5479

Abstract

A linear buckling analysis based on the small deflection theory is presented for the cylindrical panel with sinusoidal changes in the shell thickness. The buckling load for simply supported cylindrical panel around the periphery is defined by using the hybrid perturbation - Galerkin method. The influence of the thickness variation parameter on the critical loads is investigated.

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Published

17-04-2006

How to Cite

[1]
N. T. H. Luong and T. S. S. Hoach, Stability of cylindrical panel with variable thickness, Vietnam J. Mech. 28 (2006) 56–65. DOI: https://doi.org/10.15625/0866-7136/28/1/5479.

Issue

Vol. 28 No. 1 (2006)

Section

Research Article

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

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