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Numerical solution of both ends fixed deep beams

โœ Scribed by S.Reaz Ahmed; A.B.M. Idris; Md.Wahhaj Uddin


Book ID
103483244
Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
628 KB
Volume
61
Category
Article
ISSN
0045-7949

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โœฆ Synopsis


This paper presents the exact solution of a two-dimensional elastic problem with mixed boundary conditions. It gives the complete solution in terms of displacement and stress components of both ends fixed deep beams, subjected to uniformly distributed compressive loading on the top edge. A new mathematical model has been used to formulate the problem. In this analysis both the governing equations and boundary conditions are expressed in terms of a new potential function 'Y which is defined in terms of displacement components. Finite-difference technique is used for the discretization of the bi-harmonic equation and the associated boundary conditions. All the parameters of interest in the solution are presented in the form of graphs. Finally, a comparison is made to ascertain how the elementary solutions differ with those of the present numerical solutions. The computed solutions are found to be highly accurate and rational, and thus establish the reliability and practicability of this numerical approach.


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โœ S.R. Ahmed; M.R. Khan; K.M.S. Islam; Md.W. Uddin ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 409 KB

A numerical investigation for the stresses and displacements of a two-dimensional elastic problem with mixed boundary conditions is reported in this paper. Speciยฎcally, it is on the analysis of stresses at the ยฎxed end of deep cantilever beams, subjected to uniformly distributed shear at the free en