Numerical methods are developed for solving the elastica and the buckling load of simply supported tapered columns subjected to compressive end load. The linear, parabolic and sinusoidal tapers with the regular polygon cross-sectional shapes are considered, whose material volumes are always held con
β¦ LIBER β¦
Buckling loads of columns with constant volume
β Scribed by Byoung Koo Lee; Athol J. Carr; Tae Eun Lee; Il Jung Kim
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 211 KB
- Volume
- 294
- Category
- Article
- ISSN
- 0022-460X
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In this paper, variational iteration method (VIM) is applied to the problem of determination of critical buckling loads for Euler columns with constant and variable cross-sections. VIM is a powerful method for the solution of nonlinear ordinary and partial differential equations and integral equatio