Elastic stability of all edges simply supported, stepped and stiffened rectangular plate under uniaxial loading

DOI10.1016/j.apm.2012.01.020zbMath1349.74249OpenAlexW2039101641MaRDI QIDQ345431

Sundaramoorthy Rajasekaran, Antony John Wilson

Publication date: 2 December 2016

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2012.01.020

zbMATH Keywords

eigenvaluefinite difference methodcritical loadsbuckling coefficientstepped platesstiffened plate

Mathematics Subject Classification ID

Plates (74K20) Bifurcation and buckling (74G60) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (2)

Elastic stability of all edges clamped stepped and stiffened rectangular plate under uni-axial, bi-axial and shearing forces ⋮ Elastic stability of all edges simply supported, stepped and stiffened rectangular plate under biaxial loading

Uses Software

• Matlab

Cites Work

• Unnamed Item
• Exact solutions for buckling and vibration of stepped rectangular Mindlin plates
• Stability of plates with step variation in thickness
• Elastic stability of plates with varying rigidities
• Elastic stability of varying thickness plates using the finite element method

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