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Vol 17, 2026
Pages: 815 - 831
Review paper
Civil Engineering Editor: Anđelko Cumbo
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Published: 01.06.2026. Review paper Civil Engineering Editor: Anđelko Cumbo

A REVIEW OF GEOMETRICALLY EXACT BEAM FORMULATIONS AND THEIR ISOGEOMETRIC IMPLEMENTATIONS: FROM FINITE ROTATIONS TO ISOGEOMETRIC ANALYSIS

By
Dijana Tatar Orcid logo ,
Dijana Tatar
Contact Dijana Tatar

University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, Department of Mechanics and Theory of Structures , 78000 Banja Luka , Bosnia and Herzegovina

Aleksandar Borković Orcid logo
Aleksandar Borković

Institute of Applied Mechanics, Graz University of Technology , 8010 Graz , Austria

University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, Department of Mechanics and Theory of Structures , 78000 Banja Luka , Bosnia and Herzegovina

Abstract

This paper presents a review of the development of geometrically exact beam theories for the analysis of large displacements and finite rotations of curved beams. Since finite rotations evolve on the nonlinear manifold 𝑆𝑂(3) rather than in a vector space, their consistent parametrization, interpolation, and update are essential to maintain objectivity, avoid path dependence, and achieve robust nonlinear solution behavior. The paper surveys finite element developments for geometrically 
exact beams, focusing on Simo-Reissner formulations and comparison with Kirchhoff-Love models. The review concludes with isogeometric formulations for both beam theories, addressing locking phenomena.

 

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For the purpose of open access, the authors have applied a CC BY public copyright licence to any Author Accepted Manuscript version arising from this submission.

Funding Statement

This research was partly funded by the Austrian Science Fund (FWF) 10.55776/P36019.

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