On the derivation and possibilities of the secant stiffness matrix for nonlinear finite element analysis

DOI10.1007/BF00350269zbMath0826.73059WikidataQ59486878 ScholiaQ59486878MaRDI QIDQ1892683

Eugenio Oñate

Publication date: 22 November 1995

Published in: Computational Mechanics (Search for Journal in Brave)

zbMATH Keywords

limit load analysisgeneralized Lagrangian approachnon symmetric parametric formpin joined frames

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

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