CHEN Yongling, XIE Qiufu, ZHAO Yaobing
Cable-buoy systems serve as critical components in ocean engineering, where their dynamic response under complex flow conditions is directly linked to structural safety and functionality. The fluid drag force is a key factor influencing their dynamic behavior and is commonly modeled using the Morison equation, which can be formulated in either an absolute or a relative velocity framework. The absolute velocity model captures fluid-structure interaction more comprehensively but introduces mathematical complexity that challenges nonlinear vibration analysis. In contrast, the relative velocity model is widely adopted due to its simplicity and computational efficiency, though its approximation errors warrant further investigation. This study aims to systematically compare these two drag force models in the context of nonlinear dynamic response analysis of cable-buoy systems. Based on elastic cable theory, nonlinear governing equations are derived for both models, and the intrinsic modal characteristics of the system are examined through linear vibration analysis, with particular attention to the Veering phenomenon and the associated strong modal coupling. Direct numerical integration is then performed to compare system responses under different reference frames. The results indicate that the coupling term between current velocity and structural velocity in the absolute velocity model enhances system damping, leading to smaller predicted response amplitudes compared with the relative velocity model. In the strong coupling regions where modal Veering occurs, discrepancies between the two models are significantly amplified, but the overall impact on global dynamic behavior remains limited. Therefore, the study reveals that under conditions of low current velocity, dominant structural damping, or engineering applications with moderate accuracy requirements, the relative velocity model, despite its approximation errors, serves as an efficient and practically valuable simplification. This conclusion provides theoretical guidance for the rational selection of drag force models in the engineering design of cable-buoy systems.