A comparison of finite elements for nonlinear beams: the absolute nodal coordinate and geometrically exact formulations

By Ignacio Romero. 2008

139 citations recorded by the source corpus.

Two of the most popular finite element formulations for solving nonlinear beams are the absolute nodal coordinate and the geometrically exact approaches. Both can be applied to problems with very large deformations and strains, but they differ substantially at the continuous and the discrete levels. In addition, implementation and run-time computational costs also vary significantly. In the current work, we summarize the main features of the two formulations, highlighting their differences and similarities, and perform numerical benchmarks to assess their accuracy and robustness. The article concludes with recommendations for the choice of one formulation over the other.

Subfields: Control and Systems Engineering, Mechanics of Materials, Numerical Analysis

View Paper: https://www.semanticscholar.org/paper/4ec415e34eb991b6c7b9d983f7ac303baa90b882

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In Control and Systems Engineering

  1. Qiang Tian
  2. Christian Hesch
  3. Yunqing Zhang
  4. Olivier A. Bauchau
  5. Liping Chen
  6. Peter Betsch
  7. Jingzhou Yang
  8. Marko K. Matikainen

In Mechanics of Materials

  1. Christian Hesch
  2. Peter Betsch
  3. Marko K. Matikainen
  4. Qiang Tian
  5. Christoph Glocker
  6. Simon R. Eugster
  7. Liping Chen
  8. Yunqing Zhang

In Numerical Analysis

  1. Olivier A. Bauchau
  2. Christian Hesch
  3. Liping Chen
  4. Christoph Glocker
  5. Peter Betsch
  6. Enzo Marino
  7. Marko K. Matikainen
  8. Jingzhou Yang

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