Finite element formulations for constrained spatial nonlinear beam theories

Jonas Harsch (Corresponding author), Giuseppe Capobianco, Simon R. Eugster

Research output: Contribution to journalArticleAcademicpeer-review

24 Citations (Scopus)
47 Downloads (Pure)

Abstract

A new director-based finite element formulation for geometrically exact beams is proposed by weak enforcement of the orthonormality constraints of the directors. In addition to an improved numerical performance, this formulation enables the development of two more beam theories by adding further constraints. Thus, the paper presents a complete intrinsic spatial nonlinear theory of three kinematically different beams which can undergo large displacements and which can have precurved reference configurations. Moreover, the hyperelastic constitutive laws allow for elastic finite strain material behavior of the beams. Furthermore, the numerical discretization using concepts of isogeometric analysis is highlighted in all clarity. Finally, all presented models are numerically validated using exclusive analytical solutions, existing finite element formulations, and a complex dynamical real-world example.

Original languageEnglish
Pages (from-to)1838-1863
Number of pages26
JournalMathematics and Mechanics of Solids
Volume26
Issue number12
DOIs
Publication statusPublished - Dec 2021
Externally publishedYes

Bibliographical note

Publisher Copyright:
© The Author(s) 2021.

Keywords

  • B-splines
  • Constrained theories
  • geometrically exact beams
  • initial curvature
  • isogeometric analysis
  • nonlinear beam elements
  • objectivity

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