共查询到19条相似文献，搜索用时 203 毫秒
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海洋可控源电磁拖曳系统是海洋可控源电磁勘探系统的重要组成部分,对光电复合缆和绞车的强度有着较高的要求。为了保障作业安全,避免拖缆崩断、绞车损坏等事故的发生,需要对拖曳系统所受的张力进行评估,为实际作业提供参考。本文采用拖曳系统稳态运动求解方法,模拟拖体在海水中的位置,以及放缆时绞车所受的牵引张力,模拟结果与海试实测数据能够较好地吻合。在拖缆长度一定的情况下,随着拖曳速度的增大,绞车牵引张力先减小再增大,光电复合缆长度越长这种现象越明显。 相似文献
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水下拖曳升沉补偿系统水动力数学模型研究 总被引：4，自引：2，他引：2
建立变缆长的水下拖曳升沉补偿系统水动力学偏微分方程组和边界条件.拖缆动力学模型基于Ablow and Schechter模型,拖体采用水下运载体六自由度方程模拟,运用有限差分法离散偏微分方程组和牛顿迭代法计算变缆长情况下拖体深度与拖缆各点张力的动态取值.数值计算结果表明采用收放拖缆的升沉补偿方法能够有效削弱母船升沉运动对拖体深度和拖缆张力的影响. 相似文献
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主动式声纳列阵拖曳系统姿态数值计算 总被引：2，自引：1，他引：2
主动式声纳列阵拖曳系统是用于探测潜艇的新型声纳系统，为了准确探测潜艇的位置，必须首先预报声纳列阵的瓷态，本文通过对其三维力学模型的分析，得到该系统的运动微分方程，其中缆索的力学方程是基于Ablow和Milinazzo的模型，而对于拖体则运用六自由度空间运动方程模拟，结合边界条件，用有限差分法求解，通过对拖船的不同运动状态如匀速，变速和回转的计算，证明本文的方法对于预报声纳列阵的姿态是有效的。 相似文献
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海洋缆体系统的统一凝集参数时域分析法 总被引：19，自引：5，他引：19
提出了海洋缆一体系统的三维动态性能时域分析法，并给出了计算机程序。采用凝集参数法模拟了缆一体结构系统，缆为圆形截面，可伸长，不考虑弯曲刚度，采用了四阶龙格一库塔法积分系统运动方程，计算了二个实例以验证程序的可靠性，程序可用于系泊，拖曳，潜器脐带缆等具有组合成分的海洋缆体系统的初步设计。 相似文献
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以水下弹性缆索为研究对象,分析了处理缆索弹性的段前弹簧模型,发展了缆索的多体有限段模型,提出弹性缆段模型,将多体运动力学和弹性力学结合起来,用于求解弹性缆索的动力学响应。对于水下缆索所受的流场力,推导了流场分布力的质心等效力系,并通过揭示水下缆索的附加质量与缆索自身惯性的本质联系,得到了包含附加质量力影响的水下弹性缆索的动力学方程。对工程实例进行了仿真研究,结果与实际情况吻合良好。 相似文献
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拖曳系统计算中拖缆与拖体的耦合计算 总被引：4，自引：0，他引：4
针对带有水下设备舱的拖曳系统,提出了一种有效的算法,来获得拖曳系统的运行状态。将拖曳系统分成拖缆和水下拖体两个部分,分别建立运动数学模型。拖缆部分的模型以Ablow和Schechter的运动数学模型为基础;拖体部分的模型采用类似潜器的水下六自由度运动方程。将这两部分方程联立,统一求解,解决两个模型之间的耦合问题。经过数值仿真的检验证明算法具有可行性。 相似文献
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深海遥控潜水器多体系统非线性耦合动力特性模拟 总被引：1，自引：0，他引：1
建立带缆遥控潜水器(TROV)系统空间运动模型,探讨支持船-吊缆-中际站-脐带缆-潜水器多体之间的强非线性耦合运动机理。潜器的运动考虑为六自由度,缆索分段的三维动态方程中采用了"凝集参数"模型与平均切向量非线性流体动力载荷处理技术,通过计算非均匀缆索的动张力和瞬态构型,预报导致脐带缆保护层及其内部光电传输芯线结构破坏的巨大瞬间突变载荷,对避免谐振,延长缆索寿命和最大限度地扩大ROV系统安全操作的范围,确保潜水器安全入坞和回收,节约试验费,避免作业事故都具有重要意义。 相似文献
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深海观测系统脐带缆形态分析及计算 总被引：3，自引：0，他引：3
通过对水下拖曳系统脐带缆索的受力情况、形态进行分析，建立了三维空间缆索的物理模型和数学模型，并在此基础上编制了计算程序，对6000m深海观测系统脐带缆的性状进行了模拟计算，其结果为深拖系统最佳缆长的确定提供了理论依据。 相似文献
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Dynamic Analysis of Towed and Variable Length Cable Systems 总被引：2，自引：3，他引：2
Towed cable systems are frequently used in marine measurements where the length of the towed cable varies during launch and recovery. In this paper a novel method for modeling variable length cable systems is introduced based on the finite segment formulation. The variable length of the towed cable is described by changing the length of the segment near the towing point and by increasing or decreasing the number of the discrete segments of the cable. In this way, the elastic effects of the cable can be easily handled since geometry and material properties of each segment are kept constant. Experimental results show that the dynamic behavior of the towed cable is consistent between the model and the physical cable. Results show that the model provides numerical efficiency and simulation accuracy for the variable length towed system. 相似文献
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Flexible segment model （FSM） is adopted for the dynamics calculation of marine cable being laid. In FSM, the cable is divided into a number of flexible segments, and nonlinear governing equations are listed according to the moment equilibriums of the segments. Linearization iteration scheme is employed to obtain the numerical solution for the governing equations. For the cable being laid, the payout rate is calculated from the velocities of all segments. The numerical results are shown of the dynamic motion and tension of marine cables being laid during velocity change of the mother vessels. 相似文献
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A time-domain simulation method based on potential flow model has been developed to investigate the berthing problem between two floating bodies in wave. The boundary value problem is formulated with respect to an earth-fixed coordinate system because the relative positions of the two vessels continuously change during the berthing operation. The classical finite element method is used to solve the Laplace equation in the fluid domain with moving boundary. The linearized free-surface boundary conditions are integrated in time by applying 4th-order Adams–Bashforth–Moulton method. A simple re-mesh algorithm with local and global mesh systems is introduced to update mesh by considering large horizontal movement of the berthing vessel. The developed numerical method is used to investigate the berthing problem between a FPSO and shuttle tanker in waves. The focus is on the wave-induced motion response during the berthing process. The characteristics of the motion responses in berthing operation are examined with various wave frequencies, berthing speeds and wave headings. 相似文献
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This paper analyses nonlinear dynamics of cable towed body system. The cable has been modeled and analyzed using a new nodal position finite element method, which calculates the position of the cable directly instead of the displacement by the existing finite element method. The newly derived nodal position finite element method eliminates the need of decoupling the rigid body motion from the total motion, where numerical errors arise in the existing nonlinear finite element method, and the limitation of small rotation in each time step in the existing nonlinear finite element method. The towed body is modeled as a rigid body with six degrees of freedom while the tow ship motion is treated as a moving boundary to the system. A special procedure has been developed to couple the cable element with the towed body. The current approach can be used as design tool for achieving improved directional stability, maneuverability, safety and control characteristics with the cable towed body. The analysis results show the elegance and robustness of the proposed approach by comparing with the sea trial data. 相似文献
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The key consideration in controlling the dynamic response of an offshore guyed tower subjected to environmental loading is the selection of the stiffness characteristics of the cable mooring array. In the present study, each cable in the array consists of three segments: a leading segment attached to the tower, a short heavy middle segment, and a seabed trailing segment attached at the extremity to an anchor pile. A nonlinear static model is presented in algorithmic form that defines the stiffness characteristics of the cable array. The model involves the inelastic static catenary equations coupled with conditions of geometric compatibility, formulated in terms of seven nondimensional system parameters. The effects of varying each of the system parameters on the stiffness characteristics of example cable arrays are presented and the implications for cable design are discussed. 相似文献
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Free vibrations of three-dimensional extensible marine cables with specified top tension via a variational method 总被引：1，自引：0，他引：1
This paper presents a model formulation that can be used for analyzing the three-dimensional vibration behaviours of an inclined extensible marine cable. The virtual work-energy functional, which involves strain energy due to axial stretching of the cable and virtual work done by external hydrostatic forces is formulated. The coupled equations of motion in the Cartesian coordinates of global systems are obtained by taking into account the difference between Euler’s equations and equilibrium equations. The method of Galerkin finite element is used to obtain the mass and stiffness matrices which are transformed into the local coordinate systems. Then the eigenvalue problem is solved to determine its natural frequencies and corresponding mode shapes. The model formulation developed herein is conveniently applied for the cases of specified top tension. The numerical investigations are carried out to demonstrate the validity of the model and to explore in details the influence of various parameters on the behaviours of marine cables. Results for the frequency avoidance phenomenon, maximum dynamic tension and coupled transverse mode shapes are presented and discussed. 相似文献