On a non-linear formulation for curved Timoshenko beam elements considering large displacement/rotation increments
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Publication:3776768
DOI10.1002/nme.1620260710zbMath0636.73059OpenAlexW2044601069WikidataQ59487039 ScholiaQ59487039MaRDI QIDQ3776768
E. N. Dvorkin, Eugenio Oñate, Javier Oliver
Publication date: 1988
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.1620260710
curved beam elementsincremental total Lagrangian formulationcomplete and symmetric tangent stiffness matrixlarge rotation increments
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05)
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