Improved canonical dual finite element method and algorithm for post-buckling analysis of nonlinear Gao beam

DOI10.1007/978-3-319-58017-3_14zbMath1456.65151OpenAlexW2763273587MaRDI QIDQ1696981

David Yang Gao, Elaf Jaafar Ali

Publication date: 15 February 2018

Full work available at URL: https://doi.org/10.1007/978-3-319-58017-3_14

zbMATH Keywords

elastic beampost-buckling analysisdual finite element method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30) Discrete approximations in optimal control (49M25)

Related Items (3)

Canonical Duality-Triality Theory: Unified Understanding for Modeling, Problems, and NP-Hardness in Global Optimization of Multi-Scale Systems ⋮ On modeling and complete solutions to general fixpoint problems in multi-scale systems with applications ⋮ CANONICAL DUAL FINITE ELEMENT METHOD FOR SOLVING NONCONVEX MECHANICS AND TOPOLOGY OPTIMISATION PROBLEMS

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