Improved minimal augmentation procedure for the direct computation of critical points.

DOI10.1016/S0045-7825(03)00254-8zbMath1140.74547OpenAlexW2063680234MaRDI QIDQ1415767

Jean-Marc Battini, Costin Pacoste, Anders B. Eriksson

Publication date: 9 December 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(03)00254-8

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)

Related Items

Direct computation of critical equilibrium states for spatial beams and frames, Tracing nonlinear equilibrium paths of structures subjected to thermal loading, On the choice of the linear element for corotational triangular shells, Identifying critical loads of frame structures with equilibrium equations in rate form, Corotational force-based beam finite element with rigid joint offsets for 3D framed structures, On the choice of local element frame for corotational triangular shell elements, Generalised path-following for well-behaved nonlinear structures, A modified corotational framework for triangular shell elements

Uses Software

• PITCON

Cites Work

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