On the Geometrically Exact Low Order Modelling of a Flexible Beam: Formulation and Numerical Tests
C. Howcroft, R.G. Cook, S.A. Neild, M.H. Lowenberg, J.E. Cooper, E.B., Coetzee

TL;DR
This paper introduces a low order, geometrically exact flexible beam model using generic shape functions for efficient and accurate simulation of beam behavior, validated against established methods.
Contribution
It presents a novel nonlinear beam shapes approach with low order discretisation, contrasting with traditional high order element-based methods, and demonstrates its effectiveness through various tests.
Findings
Accurately captures beam behavior with minimal system states
Validated against MSC Nastran and intrinsic beam formulations
Efficient computational performance using Euler angles
Abstract
This paper proposes a low order geometrically exact flexible beam formulation based on the utilisation of generic beam shape functions to approximate distributed kinematic properties of the deformed structure. The proposed nonlinear beam shapes approach is in contrast to the majority of geometrically nonlinear treatments in the literature in which element based --- and hence high order --- discretisations are adopted. The kinematic quantities approximated specifically pertain to shear and extensional gradients as well as local orientation parameters based on an arbitrary set of globally referenced attitude parameters. In developing the dynamic equations of motion, an Euler angle parameterisation is selected as it is found to yield fast computational performance. The resulting dynamic formulation is closed using an example shape function set satisfying the single generic kinematic…
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