The Quasi-Static Analysis for Two-Dimensional Thin Plates

Li Chen; Yang Bai

doi:10.4028/www.scientific.net/AMR.255-260.166

Paper Titles

Upper Bound Solution of Ultimate Pullout Capacity of Strip Plate Anchor Subjected to Pore Pressure Based on Hoek-Brown Failure Criterion
p.146

Analysis on Bearing Capacity of Solid Multibarrel Tube-Confined Concrete Short Columns (CHS Inner and SHS Outer) under Axial Compressive Load
p.151

Study on Construction Control of Project Manager
p.157

Analysis of Primary Aluminum Composite Panel Gypsum Board Construction Method Paste
p.161

The Quasi-Static Analysis for Two-Dimensional Thin Plates
p.166

Tensile Test of the Fireproof Lining of Tunnel
p.170

Discussion on the Influencing Factors of Deflection-Span Ratio at Failure in Prestressed Concrete Hollow Slab
p.174

Study on Efficiency Factor of Bearing Capacity of Multi-Element Composite Foundation of Concrete Column and Lime Column
p.178

Damage Detection Analysis of Reinforced Concrete Simple Beams Based on Three Dimensional Curvature Mode
p.183

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260The Quasi-Static Analysis for Two-Dimensional Thin...

The Quasi-Static Analysis for Two-Dimensional Thin Plates

Abstract:

The eigenfunction expansion method is introduced into the numerical calculations of elastic plates. Based on the variational method, all the fundamental solutions of the governing equations are obtained directly. Using eigenfunction expansion method, various boundary conditions can be conveniently described by the combination of the eigenfunctions due to the completeness of the solution space. The coefficients of the combination are determined by the boundary conditions. In the numerical example, the stress concentration phenomena produced by the restriction of displacement conditions is discussed in detail.