THEORETICAL SOLUTION FOR PAVEMENT STRUCTURE SUBJECTED TO UNIFORM LOADING OVER RECTANGULAR REGION
نویسندگان
چکیده
منابع مشابه
Buckling Analyses of Rectangular Plates Composed of Functionally Graded Materials by the New Version of DQ Method Subjected to Non-Uniform Distributed In-Plane Loading
In this paper, the new version of differential quadrature method (DQM), for calculation of the buckling coefficient of rectangular plates is considered. At first the differential equations governing plates have been calculated. Later based on the new version of differential quadrature method, the existing derivatives in equation are converted to the amounts of function in the grid points inside...
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Three-dimensional deformations of a multilayered, linear elastic, anisotropic rectangular plate subjected to arbitrary boundary conditions at its edges are analyzed by the generalized Eshelby-Stroh formalism. The rectangular laminate consists of anisotropic and homogeneous laminae of arbitrary thicknesses. Perfect bonding is assumed between the adjoining laminae in the sense that both surface t...
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ژورنال
عنوان ژورنال: Doboku Gakkai Ronbunshuu E
سال: 2008
ISSN: 1880-6066
DOI: 10.2208/jsceje.64.460