An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation

DOI10.1002/cnm.1640100806zbMath0804.73075OpenAlexW2109983716WikidataQ58418977 ScholiaQ58418977MaRDI QIDQ4306932

Ye, Jianqiao

Publication date: 22 September 1994

Published in: Communications in Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/cnm.1640100806

zbMATH Keywords

bendingplane stressboundary integral equationbiharmonic equationfoundation reaction

Mathematics Subject Classification ID

Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15)

Related Items (2)

Algorithm for analysis of periodic oscillations of structural systems with geometric nonlinearity ⋮ Derivation and analytical investigation of three direct boundary integral equations for the fundamental biharmonic problem

Cites Work

• Finite deflection analysis of elastic plate by the boundary element method
• A new boundary element method for bending of plates on elastic foundations
• Large deflection analysis of plates on elastic foundation by the boundary element method
• Large deflection analysis of axisymmetric circular plates with variable thickness by the boundary element method
• Clamped Plates on Pasternak-Type Elastic Foundation by the Boundary Element Method
• Non-linear bending analysis of plates and shells by using a mixed spline boundary element and finite element method

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