Wei Yong, Li Nan, Wu Ming, Zhou Daming
Naval Submarine Academy, Qingdao 266199, China.
No. 710 Research Institute of China Shipbuilding Industry Corporation, Yichang 443003, China.
Sensors (Basel). 2024 May 10;24(10):3034. doi: 10.3390/s24103034.
The bottom platform is an important underwater sensor that can be used in communications, early warning, monitoring, and other fields. It may be affected by earthquakes, winds, waves, and other loads in the working environment, causing changes in posture and affecting its sensing function. Therefore, it is of practical engineering significance to analyze the force conditions and posture changes in the bottom platform. In order to solve the problem of postural stability of the underwater bottom platform, this paper establishes a fluid and structural simulation model of the underwater bottom platform. First, computational fluid dynamics (CFD) technology is used to solve the velocity distribution and forces in the watershed around the bottom platform under a 3 kn ocean current, where the finite element method (FEM) numerical calculation method is used to solve the initial equilibrium state of the bottom platform after it is buried. On this basis, this paper calculates the forces on the bottom platform and the posture of the bottom platform at different burial depths under the action of ocean currents. Additionally, the effects of different burial depths on the maximum displacement, deflection angle, and postural stability of the bottom platform are studied. The calculation results show that when the burial depth is greater than 0.6 m, and the deflection angle of the bottom platform under the action of the 3 kn sea current is less than 5°, the bottom platform can maintain a stable posture. This paper could be used to characterize the postural stability of underwater bottom platforms at different burial depths for the application of underwater sensors in ocean engineering.
底部平台是一种重要的水下传感器,可用于通信、预警、监测等领域。在工作环境中,它可能会受到地震、风、浪等载荷的影响,导致姿态发生变化,进而影响其传感功能。因此,分析底部平台的受力情况和姿态变化具有实际工程意义。为了解决水下底部平台的姿态稳定性问题,本文建立了水下底部平台的流体与结构仿真模型。首先,采用计算流体动力学(CFD)技术求解底部平台在3节海流作用下流域内的速度分布和受力情况,采用有限元法(FEM)数值计算方法求解底部平台埋设后的初始平衡状态。在此基础上,本文计算了海流作用下不同埋设深度时底部平台所受的力以及底部平台的姿态。此外,研究了不同埋设深度对底部平台最大位移、偏转角和姿态稳定性的影响。计算结果表明,当埋设深度大于0.6 m,且底部平台在3节海流作用下的偏转角小于5°时,底部平台能够保持稳定姿态。本文可为水下传感器在海洋工程中的应用表征不同埋设深度下的水下底部平台姿态稳定性。