Fatigue Characteristic Analysis of Deepwater Steel Catenary Risers at the Touchdown Point     

傅俊杰  杨和振 《中国海洋工程》2010,24(2):291-304

This paper presents fatigue characteristic analysis of a deepwater steel catenary riser (SCR) under ambient excitations. The SCR involves complex nonlinear dynamic behaviors, especially at the touchdown point (TOP) where the riser first touches the seafloor. Owing to the significant interaction with soil, the touchdown zone is difficult to be modeled. Based on Lumped-Mass method and P-y curve, nonlinear springs are used to simulate the SCR-seabed coupled interaction. In case studies, an SCR's dynamic features have been obtained by transient analysis and the structure fatigue assessment has been carried out by S-N approach. The comparative analysis shows that the TOP is the key location where soil-riser interaction rises steeply and minimum fatigue life occurs. Parameters such as ocean environment loads, vessel motions, riser material and geometric parameters are discussed. The results indicate that the vessel motion is the principal factor for the structure fatigue lite distribution.  相似文献   

深海悬链线立管涡激疲劳损伤研究   总被引：1，自引：0，他引：1  

周力  周巍伟  曹静  高云  宗智 《海洋工程》2010,28(1)

讨论海洋平台钢质悬链线式立管SCR(Steel Catenary Riser)的涡激疲劳损伤问题。对于悬链线立管外的流体,给出涡脱落频率和升力对立管作用的计算方法。悬链线立管采用索结构模型,进行动力学分析并利用模态叠加法对其进行动力响应分析。根据Palmgren-Miner线性累积损伤准则并结合S-N曲线,分析在不同流速下立管的涡激疲劳损伤。以工程中实际使用的1 500 m Spar海洋平台悬链线立管为例,对立管的涡激疲劳损伤进行了预报。并通过立管的参数研究,分别就立管外不同来流速度、立管壁厚、内部流体密度和柔性接头刚度对其疲劳损伤的影响进行了分析,得到了一些有意义的研究结果。  相似文献   

Model tests on performance of offshore wind turbine with suction caisson foundation in sand     

Hai-lei Kou  Dan-liang Yang  Wang-chun Zhang  Yi-fan Wu  Qiang Fu 《Marine Georesources & Geotechnology》2020,38(8):980-988

Abstract

The performance of steel caisson during and after installation with different penetration velocities in medium dense sand is presented. The applied jacking forces, the amount of formed soil heave and bearing capacity were measured in the model tests. The influence of penetration velocities on jacking forces, soil heave and bearing capacity were also discussed in detail. The results indicated that the jacking forces for caisson in medium dense sands were significantly affected by the penetration velocity. The larger the penetration velocity, the more soil flowed into the caisson cavity during installation. This will lead to larger inner shaft resistance and in turn more jacking forces required for the same penetration depth. The height of soil heave during installation increases with penetration velocity. The m value calculated by the ratio of the volumes of the soil heave to that of the penetrated caisson wall can be used to evaluate the soil heave. The larger the applied velocity, the larger the m value and larger bearing capacity of caisson after installation. The relationship between the m value and penetration velocity can be used to control the soil heave for a steel caisson with a wall thickness to external diameter ratio of 4.2% in medium dense sand by jacking method.  相似文献   

深海采矿立管在波流载荷下的弯矩响应分析     

《海洋技术学报》2024,(1)

采矿立管是深海采矿系统的重要组成部分，立管的弯矩分析是确保立管正常使用的重要指标。立管所处海洋环境复杂，且立管底部的自由边界条件使得立管弯矩特性难以分析。本文基于波浪理论，使用Abaqus 有限元软件建立海洋采矿立管的模型，运用Abaqus中的AQUA海洋工程模块，考虑立管在轴向力、自重、浮力、波浪载荷、海流载荷及模拟海上平台水平和升沉运动共同作用下，对采矿立管进行弯矩分析，计算了提升泵不同安装位置、不同中继仓重量变化对弯矩的影响，结果表明：提升泵会增大安装位置的弯矩幅度，且安装在不同位置对立管弯矩会产生叠加影响；中继仓重量的增加提高了立管整体稳定性，但会使提升泵处弯矩波动产生向中部延伸的不利影响。  相似文献   

海水海泥跃变区钢铁电化学腐蚀行为研究   总被引：1，自引：1，他引：1  

张经磊  侯保荣  郭公玉  杨芳英  谢肖勃 《海洋与湖沼》1995,26(1):98-102

于１９９３年１－７月，在室内模拟条件下研究钢铁试样在海泥－海水跃变区的电化学腐蚀特征。发现钢试样在该跃区产生了电偶腐蚀，电偶极性在实验期间内发生逆转，试验前后电偶试样的稳定自由腐蚀电位都发生正移，且水中试样电位正移植大于泥中试样的正移植，还发现温度以电化学参数无明显影响。  相似文献   

架空输电线路机载激光雷达点云电力线三维重建   总被引：4，自引：1，他引：3  

林祥国  张继贤 《测绘学报》2016,45(3):347-353

电力线三维重建是机载激光雷达(LiDAR)电力巡线的一项重要任务之一。本文提出了一种基于架空输电线走廊机载LiDAR点云的电力线三维重建方法。首先,基于电塔LiDAR点和初始线路轨迹数据提取精确的电塔位置、电塔数量、线路轨迹、总档数等信息;然后,将线路分档,并确定每一档的二维空间范围和相应的电力线LiDAR点云;接着,分别对每一档的电力线LiDAR点云进行中心化投影,并利用k-means聚类将每一个电力线LiDAR点划分到相应的根;最后,利用直线和抛物线相结合的模型进行单档单根电力导线三维重建。两景试验表明,本文方法可以实现自动、高精度、正确的重建长距离架空输电线走廊电力线三维模型,重建过程中具有对电力线数目、空间配置结构、类型、粗差点、档距长度、点云不规则断裂等因素不敏感的优势。  相似文献   

基于圆形度和悬链方程的电力线半自动建模     

谭波  杨亮  周伟才  刘丙财  江万寿 《测绘科学》2016,41(12):243-247

针对航空影像中电力线匹配与三维建模的不确定性,该文提出一种基于圆形度约束的电力线匹配策略和基于悬链方程的电力线三维建模方法。基于电力线分裂导线分布特征,采用圆形度约束的条件,实现由计算机自动确定同相内同名线段;采用架空线悬链方程,实现了高效、可靠的电力线三维建模。实验证明,该文提出的方法能够高效还原电力走廊中电力线的空间位置,适用于基于影像的电力巡线和电力线建模,及电力走廊三维重建等领域。  相似文献   

A singular perturbation method for parametric investigation on J-lay installation of deepwater pipelines     

王琴  段梦兰  李海明  张庆元 《中国海洋工程》2013,27(6):751-766

The maximum bending moment or curvature in the neighborhood of the touch down point （TDP） and the maximum tension at the top are two key parameters to be controlled during deepwater J-lay installation in order to ensure the safety of the pipe-laying operation and the normal operation of the pipelines. In this paper, the non-linear governing differential equation for getting the two parameters during J-lay installation is proposed and solved by use of singular perturbation technique, from which the asymptotic expression of stiffened catenary is obtained and the theoretical expression of its static geometric configuration as well as axial tension and bending moment is derived. Finite element results are applied to verify this method. Parametric investigation is conducted to analyze the influences of the seabed slope, unit weight, flexural stiffness, water depth, and the pipe-laying tower angle on the maximum tension and moment of pipeline by this method, and the results show how to control the installation process by changing individual parameters.  相似文献   

大位移井悬链线剖面设计的数值计算          下载免费PDF全文

鲁港  曹传文  夏泊洢 《探矿工程》2010,37(2):1-3,8

悬链线剖面是大位移井轨道的经典类型,在进行设计时需要求解一个以悬链线初始井斜角为未知数的非线性方程。由于未知数包含在多个三角函数和对数函数中,计算工作量较大,而且常用的迭代求解方法存在一些问题。通过数学变换将该方程转换成一个只包含对数函数和多项式函数的新方程,对新方程的函数性态做了几何分析,进而提出了寻找求解区间的步长搜索算法和自适应步长搜索算法。利用二分法在求解区间上能够快速求出新方程的数值解。利用大位移井设计实例验证了本文算法的有效性,并对圆弧井段井眼曲率与方程解的关系进行了讨论。本文提出的算法可用于大位移井轨道设计的计算机软件开发中。  相似文献   

Behavior of unbonded flexible risers subject to axial tension     

任少飞  唐文勇  郭晋挺 《中国海洋工程》2014,28(2):249-258

Owing to nonlinear contact problems with slip and friction, a lot of limiting assumptions are made when developing analytical models to simulate the behavior of an unbonded flexible riser. Meanwhile, in order to avoid convergence problems and excessive calculating time associated with running the detailed finite element （FE） model of an unbonded flexible riser, interlocked carcass and zeta layers with complicated cross section shapes are replaced by simple geometrical shapes （e.g. hollow cylindrical shell） with equivalent orthotropic materials. But the simplified model does not imply the stresses equivalence of these two layers. To solve these problems, based on ABAQUS/Explicit, a numerical method that is suitable for the detailed FE model is proposed. In consideration of interaction among all component layers, the axial stiffness of an eight-layer unbonded flexible riser subjected to axial tension is predicted. Compared with analytical and experimental results, it is shown that the proposed numerical method not only has high accuracy but also can substantially reduce the calculating time. In addition, the impact of the lay angle of helical tendons on axial stiffness is discussed.  相似文献