A continuum-mechanics interpretation of Reissner's non-linear shear-deformable beam theory

DOI10.1080/13873954.2010.537512zbMath1421.74056OpenAlexW2127728863MaRDI QIDQ3015932

Hans Irschik, Johannes Gerstmayr

Publication date: 13 July 2011

Published in: Mathematical and Computer Modelling of Dynamical Systems (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/13873954.2010.537512

zbMATH Keywords

continuum mechanicsnonlinear material modelReissner's shear-deformable beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

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Uses Software

• HOTINT

Cites Work

• Unnamed Item
• A geometrically exact beam element based on the absolute nodal coordinate formulation
• Computational inelasticity
• A continuum mechanics based derivation of Reissner's large-displacement finite-strain beam theory: the case of plane deformations of originally straight Bernoulli-Euler beams
• On one-dimensional finite-strain beam theory: the plane problem
• Technische Mechanik der festen und flüssigen Körper

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