Dual boundary method for assembled plate structures undergoing large deflection

DOI10.1002/nme.3310zbMath1242.74184OpenAlexW1523924902MaRDI QIDQ2894978

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Publication date: 2 July 2012

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

Full work available at URL: http://hdl.handle.net/10044/1/15199

zbMATH Keywords

radial basis functionslarge deflectionReissner plateassembled plate structuresdual boundary method

Mathematics Subject Classification ID

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

Related Items (3)

Boundary element analysis of stiffened panels with repair patches ⋮ A novel reduced-order method using mixed nonlinear kinematics for geometrically nonlinear analysis of thin-walled structures ⋮ A dual boundary element based implicit differentiation method for determining stress intensity factor sensitivities for plate bending problems

Cites Work

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• Large deformation of shear-deformable plates by the boundary-element method
• Boundary element analysis of assembled plate structures
• Application of the boundary integral equation method to Reissner's plate model
• The dual boundary element method: Effective implementation for crack problems
• A new boundary element formulation for shear deformable shells analysis
• On a Variational Theorem in Elasticity
• Dual boundary element formulation for fracture mechanics analysis of shear deformable shells

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