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arXiv · 2606.16755

A variable-offset joint formulation for beams with arbitrary cross-sections using a null space method

Myung-Jin Choi·Roger A. Sauer·Simon Klarmann·Sven Klinkel
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Abstract

In this paper, we present a variational formulation of local configurational constraints that couple multiple beams with arbitrarily shaped cross-sections. Since this formulation requires no explicit interface to rotational degrees-of-freedom, it applies to any beam kinematics and finite element discretization. Here, we define the offset coordinates in a moving frame to constrain or release the relative position between connected beams. The present method is based on a first-order approximation of the Lagrange multiplier field in the cross-section, which limits the transferability of the joint to the resultant force and moment only. The multipliers are eliminated using a discrete null space method, which provides size reduction and improved conditioning of the system matrix. Further, we apply the developed formulation to a beam element based on extensible directors and to a brick element in nonlinear elastostatics. Several numerical examples are presented.

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Myung-Jin Choi, Roger A. Sauer, Simon Klarmann, Sven Klinkel. 2026-06-15. A variable-offset joint formulation for beams with arbitrary cross-sections using a null space method. https://arxiv.org/abs/2606.16755

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