Numerically generated tangent stiffness matrices for nonlinear structural analysis.

DOI10.1016/S0045-7825(02)00499-1zbMath1083.74589OpenAlexW1987558784MaRDI QIDQ1871030

Yanyan Li

Publication date: 6 May 2003

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7825(02)00499-1

zbMATH Keywords

finite elementsinternal force generation modules

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Thin bodies, structures (74K99)

Related Items (3)

Stiffness matrix derivation of space beam element at elevated temperature ⋮ Dynamic wave propagation in infinite saturated porous media half spaces ⋮ Numerically generated tangent stiffness matrices using the complex variable derivative method for nonlinear structural analysis

Cites Work

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• A direct flexibility method
• An excursion into large rotations
• Rigid body considerations for non-linear finite element analysis
• A variational principle for the formulation of partitioned structural systems
• Anisotropic elasto‐plastic finite element analysis of thick and thin plates and shells

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