The nonlinear numerical analysis method for frames

DOI10.1007/BF02450911zbMath0633.73077OpenAlexW2010653119MaRDI QIDQ1096464

Chengfang Zhou, Jufen Zhu, He-xiang Lü

Publication date: 1987

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02450911

zbMATH Keywords

rotationsnonlinear equationequilibrium equationdisplacementaxial forcedirect formulas of stiffness matricesincrements of strainKirchhoff nonlinear elementslinear beam theorymixed Newton-Raphson methodquadric termstotal-Lagrange coordinate

Mathematics Subject Classification ID

Related Items (1)

Numerical analysis of the large deflection of an elastic-plastic beam

Cites Work

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• A total lagrangian geometrically non-linear analysis of combined beam and cable structures
• Geometrically non-linear formulation for two dimensional curved beam elements
• A simple mixed formulation for elastica problems
• A quasi-Newton versus a homotopy method for nonlinear structural analysis

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