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Analysis of a curved beam on uncertain elastic foundation

โœ Scribed by Subrata Chakraborty; Susanta Kumar Sarkar


Book ID
104308337
Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
140 KB
Volume
36
Category
Article
ISSN
0168-874X

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โœฆ Synopsis


A stochastic "nite element procedure is presented for the solution of structure-foundation problem. The method involves two stages. The "rst stage is hinged upon adequate representation of the stochastic "eld and its digital simulation by the local averaging technique along with the covariance matrix decomposition. In the second step, the "nite element solution has been obtained utilizing the Neumann expansion method within the framework of Monte Carlo simulation. A curved beam resting on an uncertain elastic foundation is taken up to elucidate the e$ciency of the proposed formulation and found to be advantageous in terms of CPU time when c.o.v. of the input random parameters is not too large.


๐Ÿ“œ SIMILAR VOLUMES


Finite element stability analysis of cur
โœ M.R. Banan; G. Karami; M. Farshad ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 443 KB

A Finite Element (FE) formulation has been developed for the stability analysis of curved beams on elastic foundations. The element shape function adapted herein embodies the rigid as well as the deformation modes, With twelve degrees of freedom the master element can represent all possible general