A new high-order element for prebuckling and buckling of any laminated plane frame is developed. The kinematic approach involves a variety of high-order models with different powers of the thickness coordinate, and the derived stiffness matrix is based on a special power series, without a numerical
Finite element post-buckling analysis for frames
β Scribed by R. F. Care; R. E. Lawther; A. P. Kabaila
- Publisher
- John Wiley and Sons
- Year
- 1977
- Tongue
- English
- Weight
- 715 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
This paper presents a finite element formulation for the buckling mode interaction analysis of structures modelled as plate assemblies. The main assumptions are linear elasticity, a linear fundamental path, the existence of distinct critical states that are coincident or near coincident, and a coupl
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