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Author/Affiliation: Eghosa Oluwaseyi Rowland-LatoOpen AccessArticle
14 Pages, 936 KB 
Generalized Integral Transform Method for Bending and Buckling Analysis of Rectangular Thin Plate with Two Opposite Edges Simply Supported and Other Edges Clamped
Abstract:
This paper presents the generalized integral transform method for solving flexural and elastic stability problems of rectangular thin plates clamped along and simply supported along remaining boundaries (x = 0, x = a) (CSCS plate). The considered plate is homogeneous, isotropic and carrying uniformly distributed transversely applied loading causing bending. Also studied, is a plate…
Read More(This article belongs to Section Civil Engineering (ECV))