Results (1)
Search Parameters:
Keyword: CCFC rectangular thick plate variation methodOpen AccessArticle
13 Pages, 1,012 KB 
Analytical Solution of Thick Rectangular Plate with Clamped and Free Support Boundary Condition using Polynomial Shear Deformation Theory
Abstract:
In this paper, a new polynomial shear deformation theory for the static flexural analysis of anisotropic rectangular thick plate was developed. The plate which carries a uniformly distributed load is clamped on the three edges, and free of support on the other edge (CCFC), is analyzed to determine the in-plane displacement, vertical displacement, bending moment,…
Read More(This article belongs to Section Civil Engineering (ECV))