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Finite element solutions for the buckling of columns and beams

โœ Scribed by D.A. Nethercot; K.C. Rockey

Publisher
Elsevier Science
Year
1971
Tongue
English
Weight
221 KB
Volume
13
Category
Article
ISSN
0020-7403

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๐Ÿ“œ SIMILAR VOLUMES

Post-buckling of uniform cantilever colu
Post-buckling of uniform cantilever columnsโ€”Galerkin finite element solution
โœ G.Venkateswara Rao; P.C. Raju ๐Ÿ“‚ Article ๐Ÿ“… 1977 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 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

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โœ S. N. Sirosh; A. Ghali; A. G. Razaqpur ๐Ÿ“‚ Article ๐Ÿ“… 1989 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 536 KB

A general finite element is derived for beams or beam-columns with or without a continuous Winkler type elastic foundation. The need to discretize members into shorter elements for convergence towards an 'exact' solution is eliminated by employing in the derivation of the element exact shape functio

Treatment of slip locking for displaceme
Treatment of slip locking for displacement-based finite element analysis of composite beamโ€“columns
โœ R. Emre Erkmen; Mark A. Bradford ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 917 KB

## Abstract In the conventional displacementโ€based finite element analysis of composite beamโ€“columns that consist of two Eulerโ€“Bernoulli beams juxtaposed with a deformable shear connection, the coupling of the transverse and longitudinal displacement fields may cause oscillations in slip field and