Thin rectangular plates under axial point loading: Accuracy of the classical single Fourier series solution for stresses-Reference-Cited by-同舟云学术

Thin rectangular plates under axial point loading: Accuracy of the classical single Fourier series solution for stresses

Published:2021-10 Issue: Volume:33 Page:3757-3764
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Tsiatas George C.^ORCID,Pavlović Milija N.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference15 articles.

1. Theory of Elasticity;Timoshenko,1970

2. Single Fourier series solutions for rectangular plates under in-plane forces, with particular reference to the basic problem of colinear compression. Part 1: Closed-form solution and convergence study;Tahan;Thin-Walled Struct,1993

3. Single Fourier series solutions for rectangular plates under in-plane forces, with particular reference to the basic problem of colinear compression. Part 2: Stress distribution;Tahan;Thin-Walled Struct,1993

4. Theorie de l’elasticite des corps solides;Mathieu,1890

5. An exact solution to the two-dimensional elasticity problem with rectangular boundaries under arbitrary edge forces;Baker;Philos Trans R Soc London A,1993

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