Model test investigation on an innovative lifting system for deepwater riser installation

An S-lay crane barge,named CNOOC 201,has been built for pipe laying in deepwater oil/gas fields in the South China Sea.It is due to be commissioned by the end of the year 2010.A special lifting system is developed to meet the challenge that installing deepwater risers from an S-lay barge is difficult and has not been achieved.The purpose of this paper was to investigate the model test on such an innovative system,which has to be done before field application.By applying the similarity theory,the movement of the S-lay barge is simulated through a six degrees-of-freedom motion platform,and a truncated model riser is utilized for the model testing.The displacement and force boundary conditions at the truncated position of the riser are obtained from the catenary governing equation and become realized by a slideway cart and a loading system designed to control the configuration of the model riser,which presents a similar configuration to a real riser in deepwater.The test results are in very good agreement with theoretical calculations,showing that the active truncated test is applicable for controlling the configuration of the deepwater riser in model testing investigation.

Test Research on Influence of Draft on Towing Behaviors of 3-Bucket Foundation Platform

To investigate the natural frequencies and towing behaviors of a 3-bucket foundation platform at different drafts, the decay and towing experiments were carried out in a towing tank on a scale of 1:20. The air pressure inside the bucket foundations, the water pressure at the bottom of the bucket foundations, the acceleration of the platform and the towing force were determined in the test process. The time-history curves of the measured parameters were obtained, and the frequency responses of the parameters at different drafts were analyzed by means of fast Fourier transform(FFT). The results showed that the platform natural frequency of heave decreased slightly with the rise of draft. The natural frequencies of roll and pitch are much lower than that of heave, and they increased slightly with the increase of draft. When towing in the following sea, the maximum acceleration of surge, sway and heave has downward trends with the increase of draft, but the change range decreased gradually with the increase of draft. When the draft is 5.0 m(the ratio of draft to bucket height is 0.56), the towing dynamic responses achieve the maximum, which is not conducive to the towing of the platform. When the draft is 6.0 m(the ratio of draft to bucket height is 0.67), the towing dynamic responses are the most stable.

Study on Collision Characters for SPAR Platform

This paper presents the research on the external mechanism of collision characters for a SPAR platform. The collision characters of SPAR platform have not attracted so much attention as that of ships in the past, because short of this kind of collision accidents reported. But with the increasing number of SPAR platforms in the world, the possibility of such kind of accident also increases. Therefore, it is necessary to master the character of SPAR collision. Model test technique is employed to study the external mechanism. The collision scenario is a ship colliding with a SPAR platform moored in the site with 1500 meters water depth. The striking ship hits the SPAR platform on the hard tank near water surface in its longitudinal direction. The specifics of the SPAR＇s motions and the tension forces of the mooring lines are collected to summarize the hydrodynamic characters in the collision scenario. It is found that the maximal displacements and the maximal pitch angles of the SPAR platform, and the maximal tension forces of mooring lines are all linearly proportional to the initial velocity of the striking ship basically. Mooring lines play elastic roles in the collision course.

Numerical Simulation of Float-Over Installation for Offshore Platform

In this paper,a numerical investigation of a float-over installation for an offshore platform is presented to verify the feasibility of the actual installation.The hydrodynamic performance of a T-barge is investigated in the frequency domain,and the coupled motions are analyzed in the time domain.We then compare with those of the model test and determine that the response amplitude operator and the time series agree quite well.The barge exhibits favorable hydrodynamic behavior in the considered sea state,and the equipment loads are allowable.Themooring systemand sway fender forces are within the permissible range.Based on these results,we can verify that the actual installation of the offshore platform is feasible.We accurately simulated many important factors and effectively reduced the risk associated with the offshore installation,which is of great importance.As such,we demonstrate that the numerical simulation of the float-over installation for offshore platforms has practical engineering significance.

Numerical and Experimental Research on the Global Performances of Cell-Truss Spar Platform

Spar technology has been applied to the deep-sea oil and gas exploitation for several years. From the first generation of classic spar, the spar platform has developed into the second generation of truss spar and the latest cell spar. Owing to its favorable adaptability to wide range of water depth and benign motion performances, spar has aroused quite a lot of interests from oil companies, universities and research institutes. In the present paper, a new cell-truss spar concept, put forward by the State Key Laboratory of Ocean Engineering （SKLOE） at Shanghai Jiao Tong University, is studied both numerically and experimentally. The numerical simulation was conducted by means of nonlinear time-domain fully coupled analysis, and its results were compared to the experimental data. Whereafter, detailed analysis was carried out to obtain the global performances of＇ the new spar concept. Proposals for the improvement of numerical calculation and experimental technique were tabled meanwhile.

Parameter Selection and Performance Analysis of Mobile Terminal Models Based on Unity3D

Mobile platform is now widely seen as a promising multimedia service with a favorable user group and market prospect. To study the influence of mobile terminal models on the quality of scene roaming, a parameter setting platform of mobile terminal models is established to select the parameter selection and performance index on different mobile platforms in this paper. This test platform is established based on model optimality principle, analyzing the performance curve of mobile terminals in different scene models and then deducing the external parameter of model establishment. Simulation results prove that the established test platform is able to analyze the parameter and performance matching list of a mobile terminal model.

Experimental Study on Superficial Sliding of a New Type of Offshore Platform

In order to verify the theoretical design and computation of a new type of platform, laboratory model test of the superficial sliding of the platform is carried out. Test results show that the requirement for the stability of the platform can be satisfied, and the API-82 criterion can be met. It is also suggested that, in order to enhance the stability of the platform, a buried- pad with porous holes and a long apron-board should be adopted in the design of the new type of platform.

风浪流耦合作用下锚泊式海上试验平台的水动力特性试验

为了研究国家海洋试验场的“国海试1”平台与锚泊优化方案是否满足设计要求,采用物理模型试验方法,制作1∶30试验平台模型,在国家海洋技术中心海洋动力环境实验室开展百余组不同波高、波周期、波向的不规则波、定常风和等效均匀流联合作用下,两点式躺地链系泊状态下的模型运动响应研究。对比分析试验结果与对应试验平台的设计指标,结果表明:同样海况下,风浪与潮流同向时,试验平台的运动响应更剧烈;流速1.14 m/s、4级海况时,试验平台最大横摇角为10.41°,“国海试1”平台无法开展正常的吊装工作;流速1.14m/s、6级海况时,试验平台最大横摇角为15.07°,“国海试1”平台搭载的试验测试设备无法正常工作;流速1.14 m/s、8级海况时,试验平台最大横摇角为20.21°,平台存在安全隐患,应采取避险措施;“国海试1”满足抗7级风浪的设计要求。该研究成果验证了改进后的国家海洋综合试验场“国海试1”平台满足抗7级海况的设计要求。因此,建议“国海试1”平台在6级海况下应停止试验作业,8级海况下应采取必要的避险措施。该研究为同类新型海洋平台水动力研究提供了参考。

深水测试平台地面管道冲蚀速率预测模型

深水测试平台地面管道易受高压携砂介质冲蚀损伤,准确预测其冲蚀速率,对保障其运维安全具有重要意义,但常用Tulsa冲蚀预测模型主要针对碳钢和铝材,不适用于深水测试平台地面管材为低合金钢AISI4130特殊材质的冲蚀预测。为了扩大Tulsa模型在深水测试平台地面管道冲蚀速率预测的适用性,采用显示动力学方法建立了颗粒冲击靶材的有限元模型,考虑颗粒冲击速度与冲击角度对冲蚀预测模型关键参数的影响,从而改进Tulsa模型中的关键参数,最后将改进后的冲蚀速率预测模型计算结果与文献实验数据以及Tulsa模型计算结果进行了对比。结果表明:①颗粒冲蚀靶材的机理主要是切削和变形磨损,冲蚀速率随颗粒冲击角度增大呈先升高后下降趋势,最大值出现在30°;冲击速度增加引起冲蚀速率呈幂函数升高;②通过模拟颗粒多角度冲击靶材的情况,得到了更加准确的颗粒冲击靶材的分段多项式函数,相较原Tulsa模型仅通过10°与15°两种冲击角度试验,拓宽了Tulsa模型在深水测试平台地面管道冲蚀速率预测的适用性,其中分段角度为30°,与冲蚀速率最大值出现在30°的冲击角度相对应;③颗粒冲击速度较大时(大于10m/s),改进后的预测模型计算结果优于Tulsa模型计算结果,且相对误差随冲击速度的升高而减小,表明本文预测模型适用于深水测试平台介质高速流动的实际工况。

基于推进器偏置的半潜式平台动力定位模型试验研究

半潜式平台在进行动力定位作业时,由于其水线面面积较小而初稳性高较低,其垂向运动(横摇、纵摇、垂荡)易受到推进器法向力作用的影响。基于此,提出一种基于推进器偏置的推力分配模式,旨在合理利用推进器的法向力抑制平台垂向运动,而不影响平台水平面定位功能。在海洋工程水池开展半潜式平台的动力定位模型试验,对比和分析不同载荷工况及推进器偏置模式下平台的六自由度运动响应。结果表明,推进器偏置策略能够基本保证水平面定位精度,并显著减小平台垂向运动在其固有频率附近的响应幅值,在该试验工况下,功率谱密度(PSD)峰值减小高达54.7%,对波频区间的运动影响则较小。该研究结果可为半潜平台垂向运动抑制提供新思路。

基于TLP浮式风机的分块垂荡点吸式波浪能装置的实验研究

面对海洋中庞大的波浪能资源,如何对其高效利用是目前仍需解决的一大难题。针对中国南海海域周期短、波高小的海况特点,本文提出一种与张力腿式平台(TLP)相结合的分块垂荡点吸收式波浪能装置模型。通过物理水池试验,测量分析分块浮子的水动力特性和波能捕获效率,同时与传统浮子的性能进行对比,探讨浮子分块后波浪能装置获能的优化效果。结果表明,分块浮子呈现出新的水动力特性,在低海况下装置对短周期波的能量捕获效率得到大幅提升,但在特定浪向角下会显著增大依附平台的纵摇运动,需要进一步优化张紧式系泊系统。

黏土中大直径钢圆筒在桩靴贯入时的稳定性研究

某在建水下生产系统附近有自升式平台的频繁桩靴插拔作业,采用了大直径薄壁钢圆筒作为水下生产系统的保护结构,因此钢圆筒在自升式平台桩靴插拔过程中的受力与变形备受关注。开展了离心模型试验,揭示了桩靴贯入过程导致的钢圆筒受力与变形规律;进而应用经离心试验验证的耦合欧拉与拉格朗日数值模拟方法,开展了筒-靴不同相对位置工况下,桩靴贯入对钢圆筒稳定性的影响分析。结果表明:桩靴贯入导致的筒壁附加应力及位移随筒-靴间距的增加而衰减,其衰减程度随筒靴间距的增加而减小,且由于筒靴间距的不同,钢圆筒对应存在两种受力模式。筒靴间距为2倍桩靴直径时,筒身附加应力可达110 MPa,表明桩靴对钢圆筒的影响距离可达2倍桩靴直径以上。

海洋核动力平台定位系统多体动力学模型试验验证

为验证海洋核动力平台定位系统多体动力学模型的合理性,从而提高该平台长期系泊的可靠性,本文采用多体动力学方法与缩比模型试验方法,对核动力平台定位系统进行建模与验证。基于定位系统多铰连接的拓扑结构,结合多刚体动力学理论,建立了定位系统的多体动力学仿真模型。搭建了定位系统1∶9缩比模型试验平台,并选取2种典型工况进行验证。研究结果表明:定位系统多体动力学模型计算的系泊腿受力与实验结果符合良好,平均误差在2%以内。算例分析发现,系泊腿受力循环次数主要集中在低幅值高均值区域。本文模型试验验证了所提出的定位系统多体动力学模型的可行性与正确性,能够为定位系统系泊能力的评估提供参考和借鉴。

液压足式机器人关节驱动系统实验台研究

为测试液压足式机器人关节驱动系统的控制性能,实现对外负载力的精确模拟并研究高性能控制策略,设计液压足式机器人关节驱动系统实验台。介绍了关节驱动系统实验台的工作原理、机械结构、液压系统及测控系统;在MATLAB/Simulink平台中建立了关节驱动系统实验台仿真模型,通过仿真分析,验证了实验台的负载模拟能力及控制性能。研究结果表明,实验台能够实现负载力加载并实现精确控制,为后续液压足式机器人关节驱动系统的研究提供平台。

浅海重力式海洋平台稳定性数值模拟与离心机试验研究

重力式海洋平台是集钻、采、贮、运等设施于一体的采油平台,广泛应用于近海边际油田中。在多重海洋荷载作用下,海洋平台处于复杂应力状态中,为满足结构安全运行的要求,需要分析确定平台结构和地基受力变形。依托旅大29-1边际油田开发项目,结合“863”项目“浅海重力式平台水下储油技术”所建议的平台设计方案,开展了数值模拟计算和离心模型试验,明确了浅海重力式平台结构变形规律、地基土体位移规律和破坏模式。研究表明:在环境荷载作用下平台整体结构产生较明显的侧向变形,甲板结构产生翘曲变形,地基表层土体竖向沉降量较大;平台没有设置裙板时,平台与地基之间以发生滑移变形为主,平台增加5 m长裙板时,平台与地基之间以绕底板的转动变形为主,同时上部平台结构均发生了倾斜。此结果可为重力式海洋平台的建造和结构优化提拱技术参考依据。

船舶智能航行的物理测试平台设计及应用

受测试成本、安全性、可靠性等因素的制约,需要依托以模型船为载体的物理实验平台实现从虚拟仿真测试到全尺寸实船测试之间的过渡。本文基于“航行脑”系统体系架构设计思想,采用船-岸-云分布式监控与数据采集架构,研发由能源管理、感知、决策、执行、通信等模块组成的船舶智能航行功能物理试验平台,打造“求新”系列缩尺比自航船模。开展回转试验、Z形试验、单船自主循迹、船舶编队等测试,验证了系统的有效性,并提出未来改进方向。

基于AMESim车辆转向系统液压油缸工作特性分析

转向系统液压油缸是全液压转向车辆的最重要动作执行单元,对系统动作执行具有重要影响。针对某车辆的转向液压缸进行结构和工作原理进行分析,对承载和关键参数进行分析,获取数学模型;对转向液压缸的静态和动态工作特性进行分析,获取数学模型;根据数学模型,基于AMESim搭建转向液压油缸工作特性分析模型;选取系统的斜坡输入和阶跃输入等两种信号输入,分析系统的响应;分析等效质量对系统响应的影响。基于全液压转向系统试验台,对转向液压缸的阶跃输入响应特性进行分析,获取输出特性,验证数学模型和仿真模型的准确性。结果可知:斜坡信号和阶跃信号输入后,经过迅速调整,均能趋于稳定状态;当转向负载质量逐渐增大时,超调量增大,调整时间变长,需要尽量减小转向液压油缸的负载来提高系统响应;试验测试结果的压力和流量变化趋势与仿真分析保持一致,稳定后的压力为76.7bar,仿真分析为79.4bar,误差在3.5%以内;表明分析模型和分析结果的准确性为此类设计研究提供参考。

基于SpringBoot的AI测试平台系统的设计和实现

目前,智能模型的测试在安全性、可靠性等方面存在问题,文章基于SpringBoot框架采用前后端分离的开发模式,设计并实现了基于Web端的AI测试平台系统。该系统具备安全性测试模块、确定性测试模块、覆盖性测试模块、对抗样本检测模块、权限管理模块、系统统计六个功能模块,为被测模型的可用性提供了依据。

振动测试台架的结构设计与建模

【目的】测试和验证减振装置的特性和效果,缩短减振装置的设计和开发周期。【方法】针对小型减振装置,如车辆减振器,设计了一款结构简单、便于安装的振动测试台架。利用SolidWorks软件对振动测试台架的机械结构进行三维建模和装配,并对台架的组成部分进行了运动仿真。【结果】所设计的振动测试台架结构基本可行,能够实现总体结构的三维模型装配,能够实现机械结构的运动仿真,且运动仿真过程无明显干涉情况。【结论】所设计的振动测试台架具有占地面积小、结构简单、安装高度可调等优点,可为室内中小型振动测试台架的开发和设计提供一定的参考。

燃料电池堆测试平台温控系统研究进展与趋势

为了评估燃料电池堆设计与优化的结果,许多研究探讨了燃料电池堆测试平台在测试燃料电池性能方面的关键作用,结果表明:通过测试平台可以获得燃料电池堆功率密度和寿命等重要信息,推动燃料电池技术的发展。温度是影响性能测试的重要因素,为此,首先阐述了测试平台的基本组成和设计开发进展,然后从建模和控制两个方面介绍了测试平台温度管理模块的研究现状,最后展望了测试平台未来的发展方向。