Loading...

Table of Content

    28 April 2025, Volume 59 Issue 4 Previous Issue   
    Naval Architeture, Ocean and Civil Engineering
    Irregular Wave Groups Simulation Based on Semi-Mixed Eulerian-Lagrangian Boundary Element Method
    XUE Wen, GAO Zhiliang
    2025, 59 (4):  435-446.  doi: 10.16183/j.cnki.jsjtu.2023.302
    Abstract ( 101 )   HTML ( 3 )   PDF (3375KB) ( 43 )   Save

    In order to effectively simulate irregular wave groups that better represent the characteristics of real waves, a numerical wave tank based on a semi-mixed Eulerian-Lagrangian algorithm combined with boundary element method was developed in conjunction with a theoretical generation method for irregular wave groups. First, the impact of model parameters on the numerical solution was analyzed. The results showed that the accuracy of wave simulation improved with an increase in damping layer length or a decrease in the time step. Additionly, selecting appropriate deviation distance, distribution range, and the number of source points can balance computation accuracy and stability. Then, unidirectional irregular wave groups were simulated based on the verified model parameters. The numerical results were compared with the physical test data and theoretical values to validate the performance of the numerical tank in simulating irregular wave groups. The findings indicated that the developed numerical wave tank can effectively simulate the generation and propagation of irregular wave groups.

    Figures and Tables | References | Related Articles | Metrics
    Characterization of Surface Motion of Submerged Unmanned Ship in Freak Waves Environment
    GONG Chao, HOU Yuanhang, ZHANG Yuqi, LIU Dianyong, WAN Yuejin
    2025, 59 (4):  447-457.  doi: 10.16183/j.cnki.jsjtu.2023.342
    Abstract ( 153 )   HTML ( 1 )   PDF (1183KB) ( 99 )   Save

    When a ship encounters abnormal waves, the instantaneous impact will cause a drastic change in the wave load, potentially leading to capsizing in serious cases. To investigate the special ship type that can effectively withstand the impact of freak waves, this paper explores a certain type of submerged unmanned ship with excellent adaptability to high-intensity wave loads under extreme sea conditions, and analyzes its motion characteristics under various wave environments. First, based on the Reynolds-averaged Navier-Stokes equations (RANS), the effects of the fifth-order Stokes waves and freak waves with different wave amplitudes on the water surface motion of the unmanned ship are taken into account. Then, the motion of ship pitch and heave in two degrees of freedom is analyzed by using the dynamic fluid body interaction (DFBI) model. Finally, the simulation results are visualized to analyze the surface pressure of the hull, the total resistance, the motion response, and the load characteristics of the ship. The results show that as wave amplitude increases, the wave load of the submerged unmanned ship also increases, and the motion response becomes more intense. Compared with the fifth-order Stokes waves, the wave load of the unmanned ship in deformed wave is smaller, which is advantageous for the safety of the hull structure, because the head of the submerged unmanned ship combines the advantages of a conical bow and a bulbous bow, allowing it to disperse and divide the wave flowing through the bow, and effectively inhibit the impact of the wave. This effectively suppresses the impact of the waves and ensures the safety of the unmanned ship in extreme sea conditions. The results of this study can provide technical support for the safe navigation of submerged bow-type unmanned ship in extreme sea conditions, such as freak waves.

    Figures and Tables | References | Related Articles | Metrics
    Fatigue Strength Analysis of Ship’s Welded Structures Based on Method of Notch Stress
    ZHEN Chunbo, LIU Shihao, ZHANG Aifeng, XING Shizhu, ZHANG Runze
    2025, 59 (4):  458-465.  doi: 10.16183/j.cnki.jsjtu.2023.307
    Abstract ( 123 )   HTML ( 1 )   PDF (8884KB) ( 213 )   Save

    To address the fatigue strength problem of ship structures, the notch stress method is applied to typical structural joints focusing on weld toe and weld root. First, the basic principles of notch stress method and the notch fatigue analysis process of ship structure are introduced. Then, six typical joint types are set up for the double bottom structure of a product oil tanker. The local notch stress analysis of the fatigue hot spot is conducted using the finite element sub-modeling technology, allowing the determination of the notch stress concentration factor at the weld toe and weld root. Finally, based on the harmonised common structural rules (HCSR), the fatigue load and load condition of the ship structure are calculated, and the fatigue analysis of six typical joint types is performed. The results show that under the same load conditions, the notch stress concentration factor at the weld toe of each hot spot is smaller than that at the weld root, and the joint type 3 has the lowest fatigue damage value among the joint types, which suggests this type can improve the fatigue resistance of the hull.

    Figures and Tables | References | Related Articles | Metrics
    Multi-Objective Optimization Design of Ship Propulsion Shafting Based on Response Surface Methodology and Genetic Algorithm
    ZHANG Cong, SHU Bingnan, ZHANG Jiangtao, JIN Yong
    2025, 59 (4):  466-475.  doi: 10.16183/j.cnki.jsjtu.2023.318
    Abstract ( 225 )   HTML ( 1 )   PDF (9630KB) ( 223 )   Save

    In order to reduce the power loss of the transmission equipment, enhance the transmission efficiency of the propulsion shafting, and improve the vibration performance of the shafting, a multi-objective optimization design of a ship shafting experimental platform is performed based on the response surface model and genetic algorithm. The central composite design (CCD) method is used to select appropriate experimental points in the optimized design space, and the response surface model is developed with minimum total power consumption and vibration response amplitude. Based on the genetic algorithm, the Pareto optimal solution of response surface model regression function is solved through MATLAB software. The optimal design scheme is obtained by comparing and analyzing several groups of optimization results. The results show that the combined method can reduce the power loss of shafting by approximate 7.10% and reduce the vibration amplitude of shafting by 2.30%, while significantly improving the shafting transmission efficiency and effectively suppressing the vibration problem of propulsion shafting. The fiudings validate the feasibility of the multi-objective optimization method for the ship propulsion shafting.

    Figures and Tables | References | Supplementary Material | Related Articles | Metrics
    Rescheduling of Multi-Scenario and Multi-Objective Dynamic Changes of Ship Group Construction
    ZHANG Aoyuan, HU Xiaofeng, ZHANG Yahui
    2025, 59 (4):  476-488.  doi: 10.16183/j.cnki.jsjtu.2023.274
    Abstract ( 92 )   HTML ( 1 )   PDF (2668KB) ( 112 )   Save

    A multi-scenario and multi-objective dynamic change rescheduling algorithm is proposed to address the production schedule delays and the need for adjustments caused by frequent abnormal conditions, such as material delivery delays and equipment failures in the vertical assembly welding process of shipbuilding teams. First, the objective function is selected based on different production stage and abnormal disturbance, and a mathematical model is then developed, incorporating site constraints, task precedence constraints, and human resource constraints. Next, a site allocation algorithm is introduced, and an improved non-dominated sorting algorithm based on reference points is adopted to solve the problem. A cross-checking mechanism implemented, alongside a task-sequence-based mutation operator, and the multi-chromosome mechanism is integrated with the site allocation algorithm. Afterwards, a method for calculating the chromosome sequence distance in the ship group vertical assembly welding rescheduling is proposed, and the difference between the rescheduling algorithm solution and initial plan is described. An R2 indicator is combined with a Pareto-R2 double standard selection operator, which ensures both diversity and convergence of the algorithm. Finally, comparative experiments are conducted based on engineering cases to validate the effectiveness of the proposed rescheduling algorithm.

    Figures and Tables | References | Related Articles | Metrics
    Navigation Decision-Making Method in Estuary Deep Trough with Varying Width of Navigable Waters
    HE Yixiong, DAI Yonggang, ZHAO Xingya, YU Deqing, HUANG Liwen
    2025, 59 (4):  489-502.  doi: 10.16183/j.cnki.jsjtu.2023.356
    Abstract ( 98 )   HTML ( 1 )   PDF (5197KB) ( 118 )   Save

    To address the challenges of ship navigation decision-making in the water area where the navigable width of the estuary deep channel changes, taking the north channel deep waterway of the Yangtze River estuary as an example, research is conducted on the key scientific issues such as environmental digital twin, navigation rule integration, ship maneuverability limitation, and collision avoidance mechanism in special water area. First, the environmental components are classified, modeled, and implented into an environmental digital twin. Navigation requirements are summarized, quantitatively analyzed, and integrated into the decision-making process. A control and process prediction method for the nonlinear maneuvering characteristics of the own ship is proposed. Then, collision avoidance mechanism specific to the ship behavior characteristics of the research water area is explored. A method for obtaining the feasible heading and speed range is established, and a dynamic navigation decision-making method is proposed, which is capable of adapting to the system residual error and the random motion of the target ship under multiple constraints. In preset scenarios, the method proposed ensures all safe passage targets with adjustments of course 7° to starboard, course 2° to starboard with a telegraph order reduction to forward 1, course 5° to starboard with a telegraph order reduction to forward 1 at 241 s, 1 484 s, and 4 119 s respectively. The results show that the proposed method can accurately make navigation decisions, ensure collision avoidance, and perform route tracking in a timely manner.

    Figures and Tables | References | Related Articles | Metrics
    Analysis of Nonlinear Consolidation Characteristics of Soil Around Tunnels Considering Self-Gravity Stress
    HU Anfeng, CHEN Yuchao, XIAO Zhirong, XIE Senlin, GONG Zhaoqi
    2025, 59 (4):  503-512.  doi: 10.16183/j.cnki.jsjtu.2023.322
    Abstract ( 72 )   HTML ( 1 )   PDF (2758KB) ( 92 )   Save

    Considering the self-gravity stress of the soil around the tunnel, a two-dimensional nonlinear consolidation control equation for saturated soil was established, and solved using the alternating implicit difference method. The correctness of the solution was verified by comparing the degenerate solution with an existing analytical solution, and by comparing the calculated results with measured data. On this basis, the influence of changes in soil self-gravity stress and consolidation coefficient on the nonlinear consolidation characteristics of the soil around the tunnel was further explored. The results indicate that neglecting the self-gravity stress of the soil leads to a higher excess pore pressure and a lower rate of consolidation settlement, and leads to a lower final surface settlement. Under the influence of self-gravity stress, a smaller ratio of compression index to permeability index Cc/Ck results in a slower consolidation settlement rate of the soil, but does not affect the final surface settlement. When Cc/Ck=1.0, a smaller soil self-gravity results in a greater influence of the initial effective stress distribution on the consolidation rate and a higher final surface settlement. When Cc/Ck>1.0, the permeability coefficient plays a dominant role in the consolidation process, and the consolidation rate decreases as the gravity increases. In contrast, when Cc/Ck<1.0, the volume compression coefficient becomes more influential, and the consolidation rate increases with the increase of gravity, though the final surface settlement in both cases decreases with increasing gravity.

    Figures and Tables | References | Related Articles | Metrics
    Evolution Law of Longitudinal Deformation Curve and Release Coefficient of Viscoelastic Rock
    WANG Jiachen, MENG Lingzan, ZHANG Dingli, LU Song, WEN Ming
    2025, 59 (4):  513-524.  doi: 10.16183/j.cnki.jsjtu.2023.350
    Abstract ( 71 )   HTML ( 1 )   PDF (8387KB) ( 174 )   Save

    Conventional elastic solutions cannot explain the deformation characteristics of soft rock tunnels exhibiting creep behavior. Therefore, a Burgers model is introduced to demonstrate the space-time effects in the construction period of soft rock tunnel. The influences of different factors on the longitudinal deformation behavior of viscoelastic rock as well as the spatiotemporal evolution patterns have been revealed through numerical simulations. An empirical formula for the displacement release coefficient is derived using the response surface method. The feasibility of the proposed method is validated by comparing the results with on-site monitoring data and other theoretical values. The findings indicate that geostress has a negligible effect on the displacement release coefficient. In constrast, the Kelvin shear modulus, viscosity coefficient, Maxwell shear modulus, and excavation speed significantly affect the displacement release coefficient. According to viscosity time, the hysteresis coefficient can be divided into three categories: low, medium, and high. Empirical formulas are fitted for the longitudinal deformation curve, including time, spatial, and spatiotemporal factors. The research conclusion can provide a more convenient method for predicting the deformation of soft rock tunnels.

    Figures and Tables | References | Related Articles | Metrics
    Ground Settlement Prediction by Vacuum Preloading Based on LSTM
    LIANG Yuwan, XIAO Zhaoyun, LI Mingguang, MENG Jiangshan, ZHOU Jianfeng, HUANG Shanjing, ZHU Haojie
    2025, 59 (4):  525-532.  doi: 10.16183/j.cnki.jsjtu.2023.340
    Abstract ( 135 )   HTML ( 1 )   PDF (2967KB) ( 140 )   Save

    In order to explore a more accurate method for predicting settlement in vacuum preloading foundation treatment, a vacuum preloading settlement prediction model based on long short-term memory (LSTM) neural network was developed, taking the second-phase land reclamation project in the East Park of Xiamen New Airport planning area as an example. Measured settlement data from two regions were selected as the dataset, and the results were compared with traditional settlement prediction methods including the Asaoka method, three-point method, and hyperbolic method. The results show that the prediction model based on the LSTM neural network considering only sedimentation time series outerperforms the traditional methods that rely only on sedimentation time series. When the vacuum film is damaged and settlement rebound occurs under vacuum precompression foundation treatment, the root mean squared error (eRMSE) and the mean absolute error (eMAE) of LSTM model decrease by more than 45% compared to the traditional methods. Additionly, this model accurately captures the settlement rebound trend, providing more reliable prediction. In terms of prediction error, the eRMSE and eMAE values of the LSTM model which considers vacuum degree and sedimentation are lower than those of the LSTM model which only considers sedimentation time series by over 60%. This paper offers an advanced data-driven prediction method for prediction in vacuum preloading foundation settlement.

    Figures and Tables | References | Related Articles | Metrics
    Behavior of High Strength Steel Butt Joints at Arctic Low Temperatures
    CAO Huan, CAI Ao, CHEN Yangyu, ZUO Wenkang, CHEN Mantai
    2025, 59 (4):  533-540.  doi: 10.16183/j.cnki.jsjtu.2023.386
    Abstract ( 93 )   HTML ( 1 )   PDF (938KB) ( 84 )   Save

    To study the effect of Arctic low temperatures on the behavior of HG785 high strength steel butt joints, the microstructure observation, hardness distribution tests, and uniaxial tensile tests were performed on the butt joints fabricated by using two types of weld metals with exposure to five ambient and low temperatures. The results show that the butt joints possess a coherent metallographic structure and exhibit good fusion between weld metal and base metal. Only a softening heat affected zone is observed in the weld joint samples under two matching conditions. The butt joint tensile specimens exposed to Arctic low temperatures possess higher strengths compared to those at ambient temperatures. The ductility improvement due to low-temperature exposure for equal-matching welded butt joint is substantial, whilst that for over-matching welded butt joints is negligible. All butt joint tensile specimens fail in a ductile manner. The findings provide a scientific basis for the engineering applications of high strength steel structures in Arctic low-temperature regions.

    Figures and Tables | References | Related Articles | Metrics
    An Improved Generalized Flexibility Sensitivity Method for Structural Damage Detection
    NIU Zirong, WU Feng, HAN Zhaolong, ZHUO Yang, CHE Ailan, ZHU Hongbo
    2025, 59 (4):  541-549.  doi: 10.16183/j.cnki.jsjtu.2023.317
    Abstract ( 118 )   HTML ( 1 )   PDF (7315KB) ( 573 )   Save

    This paper proposes an improved generalized flexibility sensitivity method for structural damage detection. The proposed approach improves the accuracy of the original generalized flexibility sensitivity method by increasing the order of the sensitivity in the damage detection equations. Additionly, restraint conditions are applied to the damage coefficients to ensure that they meet the necessary requirements. Then, the resulting nonlinear damage detection equations are solved using sequential quadratic programming method, whose calculation is simple and efficient. Finally, the proposed approach is validated numerically and experimentally using a truss structure finite element model and a 7-story steel-frame structure experiment, respectively. The results show that the proposed approach provides more accurate damage location and severity detection compared with the original method. Furthermore, it is better suited for cases involving large damage severity.

    Figures and Tables | References | Related Articles | Metrics
    Damage Monitoring Method for Deep-Sea Net Cage Rope Structure Based on Tension Signal
    YANG Mengjie, REN Haojie, REN Hao, XU Yuwang, ZHANG Mengmeng
    2025, 59 (4):  550-560.  doi: 10.16183/j.cnki.jsjtu.2023.372
    Abstract ( 154 )   HTML ( 2 )   PDF (6465KB) ( 403 )   Save

    The net system is an important component of the deep-sea net cages. As the bone structure of the net system, the rope structure bears the main hydrodynamic load of the net system, making the monitoring its health status essential. Aiming at the online damage monitoring of the rope structure, a finite element numerical model of the rope structure is developed, and the mechanical properties of the rope structure under intact and damaged conditions are compared and analyzed. The results show that when the rope is damaged, the end tension load of the damaged rope decreases sharply, while the end tension load of the adjacent rope increases. Based on the characteristics of these sudden tension changes and the influence of the damaged rope on the load of undamaged rope, three damage identification parameters are defined as the tension correlation coefficient, the total influence value, and the tension variation coefficient of the rope structure. Additionly, an online damage monitoring method based on rope tension signal is proposed. This method identifies the damaged rope by detecting an extremum step in the tension variation coefficient, and determines the specific damaged position by analyzing the proportion relationship between the tension change coefficient and the distance from the end to the damaged position. The research provides a reliable method for online monitoring of rope structure damage for the healthy operation and maintenance of deep-sea net cages.

    Figures and Tables | References | Related Articles | Metrics