Elastic large deflection response of annular sector plates—a comparison of dr finite-difference, finite element and other numerical solutions-Reference-Cited by-同舟云学术

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Elastic large deflection response of annular sector plates—a comparison of dr finite-difference, finite element and other numerical solutions

Published:1991-01 Issue:5 Volume:40 Page:1267-1278
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Salehi M.,Turvey G.J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference15 articles.

1. Curved bridge decks: analytical strip solution;Harik,1985

2. Influence of the state of orthotropy on bending of annular sector plates;Harik,1984

3. Analytical solution to orthotropic sector;Harik,1984

4. H. Kobayashi, Private communications. Department of Civil Engineering, Osaka City University (1989).

5. The bending of a clamped sectorial plate;Carrier;Trans. ASME, J. Appl. Mech.,1944

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1. A series of multi-domain matched interface and boundary algorithms for dynamic and static responses of annular sectorial plates;Thin-Walled Structures;2022-11

2. A Comparison of Large Deflection Analysis of Bending Plates by Dynamic Relaxation;Periodica Polytechnica Civil Engineering;2016-08-31

3. Bending of Moderately Thick Annular Sector Plates with Variable Thickness and General Boundary Conditions Using Extended Knatorovich Method;Journal of Engineering Mechanics;2015-08

4. Three dimensional elasticity solution for static and dynamic analysis of multi-directional functionally graded thick sector plates with general boundary conditions;Composites Part B: Engineering;2015-02

5. Investigation of Nonlinear Bending Analysis of Moderately Thick Functionally Graded Material Sector Plates Subjected to Thermomechanical Loads by the GDQ Method;Journal of Engineering Mechanics;2014-05

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