共查询到19条相似文献,搜索用时 250 毫秒
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基于线性波理论,应用三维分布源法求解边界积分方程,计算了波浪作用下双驳船施工沉放的沉管隧道管段沉放过程中的波浪荷载及频域运动响应。计算中忽略了驳船本身的运动对沉管运动响应以及缆绳受力的影响,缆绳作用力由静力学方法计算。计算结果表明,沉管受到的波浪荷载在靠近水面的位置较大,并随着沉管沉放深度的增加而减小;随着波浪周期的增大,沉管受到的波浪荷载先增大而后减小;沉管的运动响应一般在离水面近的位置较大,并随着沉放深度的增加而减小。 相似文献
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大型沉管隧道管段的沉放是沉管隧道施工中的关键环节之一.为了解沉管隧道管段沉放过程中的运动特性,对双驳船施工沉放的沉管隧道管段进行了频域计算分析.基于线性波理论和三维分布源法,计算得到波浪作用下沉管管段沉放过程中的波浪荷载及频域运动响应.计算中假定驳船本身的运动较小,忽略了驳船的运动对管段运动响应的影响,缆绳作用力由静力学方法计算.计算结果表明,沉管受到的波浪荷载在靠近水面的位置较大,并随着沉管沉放深度的增加而减小;随着波浪周期的增大,沉管受到的波浪荷载先增大而后减小;沉管的运动响应一般在离水面近的位置较大,并随着沉放深度的增加而减小. 相似文献
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较大周期波浪作用下大型系泊(LNG)船舶运动响应试验研究 总被引:1,自引:0,他引:1
采用物理模型试验方法,对横向较大周期波浪作用下一艘大型系泊(LNG)船舶运动响应特性进行了研究。结果表明:系泊船舶纵移、横移和回转运动存在着自振周期;横移运动为周期性运动,横移自振周期与船舶横摇固有周期比值在1.11~1.23间,且横移运动峰值随着波浪周期的增大而增大;不同装载状态下,升沉运动随波浪周期增大的变化规律一致,升沉运动量最大值大于波高;横向波浪作用下,系泊船舶纵摇运动受波浪周期变化影响很小;横摇运动为周期性运动,横摇自振周期与船舶固有横摇周期的比值在1.23~1.48间,横摇运动峰值随波浪周期增大而增大。 相似文献
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预测船舶升沉运动有助于增强波浪补偿系统的补偿效果,解决补偿系统滞后问题。为提高预测模型的预测精度,提出一种基于误差反向传播(BP)神经网络和长短时记忆(LSTM)神经网络组合优化的船舶升沉运动预测方法。以采用计算流体动力学(CFD)方法获取的船舶在规则波浪作用下的升沉运动和在突发性干扰下的升沉运动为对象,基于PYTORCH框架和LINGO软件,建立以加权方式组合优化BP神经网络和LSTM神经网络的预测模型。研究结果表明,无论是船舶在规则波浪作用下的升沉运动,还是船舶在突发性干扰下的升沉运动,BP-LSTM组合模型的预测精度均高于BP神经网络和LSTM神经网络,有助于提高补偿精度。 相似文献
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本文对时域中求解非线性船舶运动及波浪载荷的数值计算方法作了讨论,提出了HAMMING法是一种值得推广的、高效的求解高阶常微分议程组的方法,作者以升沉、纵摇耦合运动为例详细推导出运动方程数值解的时间步进公式并已用本方法编制了计算机程序,并完成多条船的实例计算机。 相似文献
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驳船升沉与横荡运动下的海洋立管动力响应 总被引:2,自引:0,他引:2
以水面驳船的升沉和横荡运动作为立管上端上端的激励条件,选用“皮尔逊-莫斯科维奇”海浪谱,用Morison方程估算作用在立管上的流体动力,立管上端与驳船连接处作允许任意弹性旋转固定假设,用有限元法进行空间域离散,并用中心差分法对立管的动力响应进行了系统时域模拟。 相似文献
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Sloshing waves in moving tanks is an important engineering problem, and most studies of this phenomenon have focused on tanks
that are excited by forcing motion in a limited number of directions and with fixed excitation frequencies throughout the
forcing. In practice, the excitation comprises multiple degree of freedom motion that potentially couples surge, sway, heave,
pitch, roll, and yaw motions. In the present study, a time-independent finite difference method is used to simulate fluid
sloshing in three-dimensional tanks filled to an arbitrary depth for various excitation frequencies and multiple degree of
freedom motion. The numerical scheme developed here was verified by rigorous benchmark tests. The coupled motions of surge
and sway are simulated for various excitation angles, frequencies and water depths. Five kinds of sloshing waves found under
coupled surge–sway motions: diagonal, single-directional, square-like, swirling, and irregular waves. The effect of excitation
angle on the frequency responses of different sloshing waves is analyzed and discussed in the present study. Further, the
components of horizontal force of various sloshing waves are also presented. The coupled effect of surge, sway and heave motions
is also discussed, and the results show that unstable sloshing occurs when the excitation frequency of the heave motion is
twice the fundamental natural frequency. Moreover, the effects of heave motion on the different types of sloshing waves are
explored. It is found that heave motion causes all of the sloshing waves to change type. 相似文献
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沉管水下沉放中,管节与船舶采用缆索连接吊放下沉.为解决外海复杂海况条件下,船管缆系耦合受力的状态与水下管节的位移不受控和缆力超限的问题,通过数值仿真计算和物模试验相结合的方式,分析了不同沉放深度的沉管沉放过程中,船舶受外载荷和管节水下受水动力双重作用时的动力响应情况.通过计算和试验,开展了自由状态下的衰减试验、系泊系统下模型单自由度运动衰减试验、作业状态下沉管和安装船运动响应及各缆绳的受力测量,得到系泊缆、沉管吊缆和安装缆,在浪、流组合作用下的受力和水下运动位移情况,选取了适用于本项目管节沉放施工缆系的关键力学取值,并进行了工程应用验证和对比分析,证明了该研究成果的正确性,研究成果可为类似工程大型构件水下精确沉放和施工提供技术依据. 相似文献
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The wave interaction with a submerged cylindrical payload subjected to constrained motions in presence of a nearby floating crane barge is investigated in the three-dimensional numerical wave tank using a fully nonlinear potential flow model in the time domain. Numerical simulations are carried out to investigate the hydrodynamic features of this submerged payload under pendulum motion in water waves as well as while it moves towards the sea bed at a constant vertical velocity. It is known that the presence of multiple side by side floating bodies in waves can create significant drift motion. In the present study the similar drift motion is observed for the side by side floating barge and submerged payload and it appears that the submerged payload under constrained motions may face a very large mean drift motion of nearly seven times that of the incident wave amplitude in the beam sea upstream condition. Emphasis is also given towards investigating and understanding the influences of natural frequency of the payload and shielding effect due to the presence of the floating barge. It is found that natural frequency coupled with shielding effect generates remarkable low frequency components in payload responses both in the head sea and the beam sea situations. The effect of different cable lengths, wave maker frequencies and downward moving velocities on payload responses under several geometric setups are studied and compared, and interesting features such as increased low frequency movement of the payload near the natural frequency region and existence of considerable low frequency motions even at a greater depth (while the payload is quite below the free surface) are observed. 相似文献
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基于MIKE 21 Mooring Analysis系泊分析软件,模拟研究在不同周期和入射角度的不规则波作用下系泊船舶运动的变化规律。结果表明,系泊船舶运动量随波浪入射角度和波浪周期的变化相互影响。在不同周期波浪作用下的系泊船横移、横摇和升沉运动量均随波浪入射角度的增大而增大,横摇运动的共振效果随着波浪入射角度远离90°方向逐渐减弱,升沉运动量在波浪入射角度靠近90°或0°方向时基本不变。当入射波浪周期较长时,纵移和回转运动量随着波浪入射角度的增大先增大后减小,一般在波浪60°入射时产生峰值。 相似文献
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针对大型穿浪内倾船型的波浪中航行性能,采用基于势流理论的切片方法,分析六级海况下的船体纵摇、升沉运动的时历曲线,获取不同船长、波长比下的运动响应函数,通过对比计算和试验数据,发现针对该船型,计算方法能够满足工程开发精度要求。 相似文献
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联合势流理论与修改的Morison方程,建立波浪作用下的Truss Spar平台运动响应计算模型。波浪激振力与相关水动力信息采用高阶边界元计算方法获得。通过数值模拟得到Truss Spar平台纵荡、垂荡和纵摇RAO,针对Morison阻力系数对响应的影响进行参数分析。计算结果显示,纵荡和纵摇仅在低频部分对阻力系数敏感。因此平台在遭受二阶波浪慢漂力作用时,粘滞阻尼将起到重要作用。对于垂荡方向,由于Truss Spar安装的垂荡板提供了较大的竖向粘滞阻尼,因此垂荡RAO受阻力系数的影响较大。 相似文献