Finite difference buckling analysis of non-uniform columns
β Scribed by M.J. Iremonger
- Publisher
- Elsevier Science
- Year
- 1980
- Tongue
- English
- Weight
- 681 KB
- Volume
- 12
- Category
- Article
- ISSN
- 0045-7949
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π SIMILAR VOLUMES
Post-buckling analysis of uniform cantilever columns subjected to three types of loading, namely a concentrated tip load, a uniformly distributed load and a linearly varying load has been presented using the Galerkin Finite Element Method. The load parameters are presented for various end slopes and
In this paper, the buckling problem of non-uniform columns subjected to axial concentrated and distributed loading is studied. The expression for describing the distribution of flexural stiffness of a non-uniform column is arbitrary, and the distribution of axial forces acting on the column is expre