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Finite element post-buckling analysis for frames

✍ 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

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πŸ“œ SIMILAR VOLUMES


HIGH-ORDER ELEMENT FOR PREBUCKLING AND B
✍ I. SHEINMAN; M. EISENBERGER; Y. BERNSTEIN πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 559 KB

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 ELEMENTS FOR THREE-MODE INTERACTI
✍ E. J. BARBERO; L. A. GODOY; I. G. RAFTOYIANNIS πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 928 KB

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 of uniform cantilever colu
✍ G.Venkateswara Rao; P.C. Raju πŸ“‚ Article πŸ“… 1977 πŸ› Elsevier Science 🌐 English βš– 232 KB

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