A refined numerical approach for the ultimate‐load analysis of 3‐D steel rod structures

DOI10.1108/02644409810208499zbMath0976.74553OpenAlexW1974103540MaRDI QIDQ4241299

Norbert Gebbeken

Publication date: 29 June 1999

Published in: Engineering Computations (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1108/02644409810208499

zbMATH Keywords

displacement-based finite element methodplastic deformationsgeometrically nonlinear Timoshenko beam theorythree-dimensional eccentric yield-hinges

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15)

Cites Work

• A return mapping algorithm for plane stress elastoplasticity
• A VARIATIONAL PRINCIPLE OF MAXIMUM PLASTIC WORK IN CLASSICAL PLASTICITY
• Unnamed Item

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