总体-局部载荷联合作用下大型矿砂船货舱结构应力场重构方法研究

Stress Field Reconstruction Method for Cargo Hold Structures of Large Ore Carriers under Combined Global-Local Loads

  • 摘要:目的】大型矿砂船货舱段大开口设计的不连续性与高密度货物分布的非均匀性给船体结构安全带来巨大挑战,为提升结构健康监测系统对矿砂船结构安全状态的感知适应能力,提出一种总体-局部载荷联合作用下船体应力场实时重构方法。【方法】选用精细化的大型矿砂船货舱段有限元模型作为研究对象,综合考虑总体-局部、时变-静态载荷共同作用的复杂工况,根据载荷形式与结构响应特征,构建监测点布置方案与单位载荷基,基于多源载荷叠加原理与有限的测点数据,实现大型矿砂船货舱段结构应力场的实时重构,并进一步探讨动态载荷幅值和周期特性对应力重构精度的影响规律。【结果】上述重构方法在典型波浪工况下展现出良好的预测精度,超过97%的重构数据点相对误差率控制在5%以下,最大相对误差率在10%左右。重构误差随载荷幅值的增大与载荷周期的缩短有所增加,载荷周期变化对重构结果的影响更为显著,在规范设计值内,该方法的最大绝对误差不超过6MPa,可一定程度满足实际工程需求。【结论】本文方法在大型矿砂船结构应力重构时具有良好的工程适用性,可以为船体结构健康监测与剩余寿命预测提供参考。

     

    Abstract: Objectives The discontinuity of the large-opening structure and the non-uniformity of the high-density cargo distribution of a large-scale ore carrier bring great challenges to the hull structural safety. In order to enhance the perception and adaptability of the structural health monitoring system for the global structural safety status of the ore carrier, a real-time reconstruction method of the hull stress field under the joint action of the general-local loads is proposed. Methods The refined finite element model of the cargo hold section of a large ore carrier is selected as the research object. By comprehensively considering conditions involving combined global-local and time-varying-static loads, a monitoring point arrangement scheme and a unit load basis are constructed based on load patterns and structural response characteristics. Leveraging the principle of multi-source load superposition and limited measurement data, the real-time reconstruction of the structural stress field in the cargo hold section is achieved. Furthermore, the influence of dynamic load amplitude and periodic characteristics on the accuracy of stress field reconstruction is investigated. Results The proposed reconstruction method demonstrates good predictive accuracy under typical wave conditions, with over 97% of the reconstructed data points exhibiting a relative error rate below 5%, while the maximum relative error remains around 10%. The reconstruction error increases with higher load amplitudes and shorter load periods, with the variation in load period having a more pronounced influence on the reconstruction results. Within the standard design limits, the maximum absolute error of this method does not exceed 6 MPa, indicating its potential to meet practical engineering requirements to a certain extent. Conclusions The proposed methodology demonstrates good engineering applicability for structural stress field reconstruction in large ore carriers, and it can effectively support hull structural health monitoring and residual life assessment.

     

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