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原文摘要

Isogeometric beam formulations provide an efficient reduced-dimensional representation of slender structures, combining accurate geometry and high-order continuity with few structural degrees of freedom. Their application to fluid--structure interaction (FSI) requires transferring motion and loads between the one-dimensional beam centerline and the surrounding fluid interface. While mapping strategies exist for conventional finite element beams, geometrically nonlinear isogeometric formulations require operators consistent with their spline-based kinematics and distinct descriptions of cross-sectional rotation. This work develops consistent beam-to-surface mappings for geometrically nonlinear isogeometric Bernoulli and Timoshenko beams in partitioned FSI. Fluid-interface points are attached to the beam in the reference configuration and reconstructed using the nonlinear kinematics of each formulation. Consistent linearization yields a configuration-dependent mapping operator whose transpose ensures work-conjugate load transfer. The formulations are verified through analytical deformation tests, convergence studies, and virtual-work checks, and evaluated in beam-based adaptations of the Mok and Turek--Hron benchmarks and the Goland wing flutter benchmark. The results confirm accurate interface reconstruction and work-conjugate load transfer under large deformations, while demonstrating the applicability of both beam formulations to coupled FSI problems.