顶部浮体激励下钢悬链线立管的动力响应分析     

郭海燕  孟丹  徐思朋 《中国海洋大学学报(自然科学版)》2009,39(5)

考虑钢悬链线立管大变形的特性以及内流的影响,利用Kane方法和拉格朗日应变理论建立钢悬链线立管的二维动力学模型。将顶部浮体的激励简化为一个沿顺流向的周期作用力施加于立管顶部,采用平均加速度法求解立管的动力响应。探讨顶部浮体不同激励频率下立管的非线性动力响应以及内流流速的大小对管道共振响应幅值的影响。  相似文献   

Study on Structure of Arched Longitudinal Beams of Deep Water Wharf     

翟秋  鲁子爱  张淑华 《中国海洋工程》2008,22(4):705-711

High-pile and beam-slab quays have been widely used after several years development. They are mature enough to be one of the most important structural types of wharves in China coastal areas. In order to accommodate large tonnage vessels, wharves should be eorrstructed in deep water gradually. However, conventional high-pile and beam-slab structares are hard to meet the requirements of large deep-water wharf. According to arch＇ s stress characteristics, a new type of wharf with catenary arched longitudinal beams is presented in this paper. The new wharf structure can make full use of arch＇s overhead crossing and reinforced concrete compression resistance, improve the interval between transverse bents greatly, and decrease underwater construction quantity. Thus, the construction cost cab be reduced. Take the third phase project of the Yangshan Deep-water Port for example, comparative analysis on catenary arched longitudinal beams and conventional longitudinal beams has been made. The result shows that with the same wharf length and width, the same loads and same longitudinal beam moment, catenary arch structure can improve the interval between bents up to 28 m, decrease the nmnber of piles and underwater construction quantity.  相似文献   

Spar平台与刚性立管及浮力罐耦合动力研究综述   总被引：1，自引：1，他引：0  

王颖  杨建民  肖龙飞 《海洋工程》2008,26(2):140-147

Spar平台是深水和超深水海域中极具竞争力的平台类型。Spar平台中刚性立管顶端所需的张力由月池内部的浮力罐提供,浮力罐在水平方向由导向架支撑。平台运动过程中,浮力罐及立管与平台主体发生相对运动和相互动力作用,在水平方向上发生带有空隙效应的碰撞现象,在垂向产生库仑摩擦效应。这是一种复杂的非线性多点接触耦合动力现象,对平台主体和浮力罐的运动及性能都有着重要影响。因此,无论从平台主体设计及水动力性能方面,还是从浮力罐疲劳分析及安全性方面考虑,都有必要对Spar平台与浮力罐之间的耦合动力作用进行深入的研究。在介绍目前国际上Spar平台与浮力罐相关研究情况及进展的基础上,提出了今后研究的有关建议。  相似文献   

基于OrcaFlex的钢悬链立管疲劳损伤预报     

侯静  康庄  井学斌 《海洋工程》2024,(3):1-10

涡激振动是钢悬链立管疲劳损伤的重要诱导因素之一,因此涡激振动分析在钢悬链立管设计中占据重要地位。OrcaFlex在海洋工程领域功能强大、应用广泛,能够提供两种涡激振动疲劳损伤预报方法,分别是基于模态叠加法的频域预报方法和基于Iwan-Blevins尾流振子模型的时域预报方法。OrcaFlex的涡激振动时域预报模型只考虑了横流向涡激振动造成的疲劳损伤,基于OrcaFlex的时域预报方法开发了双自由度涡激振动尾流振子模型的接口,考虑了浮式平台运动对钢悬链立管的涡激振动激励作用,实现了钢悬链立管双自由度涡激振动疲劳损伤预报。  相似文献   

Centrifuge modelling of SCR vertical motion at touchdown zone     

H.J.E. Hu  Y.K. Chow  A.C. Palmer 《Ocean Engineering》2011,38(7):888-899

Steel catenary risers (SCR) connect seabed pipelines and flow lines to floating structures used for oil and gas production in deep waters. Waves and currents induce motions of the structure and the risers. The repeated motions of the risers at the touchdown zone in turn induce loads on the seabed soil and might eventually cause fatigue damage to the risers. The analysis of riser fatigue damage is heavily dependent on the soil model. Soil behaviour at touchdown zone such as soil remoulding, stiffness degradation and deformation of the seabed at the touchdown zone further complicate the accurate assessment of riser fatigue damage, which is currently not appropriately quantified in existing design methods. This paper presents centrifuge model tests simulating the repeated vertical movement of a length of riser on clay seabed with increasing undrained shear strength with depth. During the tests, the pipe was subject to cyclic motion over fixed vertical displacement amplitude from an invert embedment of 0.5-3.5 pipe diameters into the soil. The test results show a significant progressive degradation of soil strength and diminution of excess pore water pressure with increasing number of riser penetration/uplift cycle. In view of the different types of environment loadings experienced by floating platforms and various soil conditions, tests were also conducted to investigate the effect of soil strength, riser displacement rate and loading mode on riser-soil interaction during repetitive penetration/uplift motion of the riser.  相似文献   

中国城市老工业园区更新的空间治理机制研究——多层次视角的分析框架     

王祯  张衔春  刘思绎  陈杰 《地理研究》2022,41(12):3273-3286

城市老工业园区更新中的空间治理涉及多元主体博弈与产业用地发展权重构问题,是当下城市研究的重要学术议题。本文以转型理论中多层次视角的形势、体制与利基为立足点,深层次挖掘城市更新中空间治理转型创新的演化过程与内在机制,提出一种不同层次多种因素间相互作用、动态演化下理解中国老工业园区更新空间治理的方法。该解释框架被应用于上海上钢十厂园区更新转型中,通过关注2004年后两次更新转型的过程和机理,研究发现：上钢十厂的更新转型是由宏观外部形势、空间利基创新、空间体制转型三个层次互动而实现的,上钢十厂两个阶段的更新均在产业转型、城市发展需求变化等宏观形势下诞生创新“新奇”,政府、社会团体或企业等空间治理行为主体共同参与推动“新奇”合法壮大并形成利基,在空间资本积累、产业类型转换中,驱使空间体制成功转型,其本质是利基层的空间创新“新奇”在宏观形势或空间体制要素的影响下解构重塑空间体制的过程。城市更新促进了老工业园区产业转型,提高了环境品质、土地利用强度和经济效益。多层次视角能结合城市更新中空间治理的外部环境、内在驱动因素和演变过程等多方面,有助于从动态演化维度理解城市更新空间变迁及转型治理的内在机制。  相似文献   

硬悬挂钻井隔水管涡激振动特性研究   总被引：1，自引：0，他引：1  

齐娟娟  王嘉松  刘正礼  罗俊丰  王荣耀 《海洋技术学报》2015,34(2):94-100

针对深水钻井过程中遭遇强台风,基于安全性考虑要求钻井平台悬挂隔水管提前撤离的问题,采用软件SHEAR7针对HYSY981钻井平台硬悬挂隔水管系统避台风撤离作业过程中,受南海一年一遇海流作用时诱发涡激振动(VIV)的情况,研究航速与悬挂长度对VIV特性的影响。研究表明,浮力块覆盖率越高,隔水管系统张力越小;浮力块分布对隔水管系统VIV响应影响较大,25%交错布置方案VIV响应最弱。隔水管并非越短越好,要综合考虑洋流剖面、隔水管配置和平台航行的影响;在不同悬挂长度及航行条件下的VIV响应,在撤离作业前应尽量避免在高流速区布置浮力单根,撤离作业时应尽量采用顺流而避免平台逆流航向。  相似文献   

钢悬链线立管触地段的结构循环应变响应实验研究     

姜海洋  高福平  臧志鹏 《海洋工程》2015,33(4):11-18

基于量纲分析理论,建立了钢悬链线立管(SCR)触地段的结构循环应变响应的相似准则。设计SCR立管触地段与土体相互作用装置,实验研究了典型工况下触地段床面形状变化对结构应变响应的影响。实验结果表明:水流载荷可使立管触地段下方土体局部冲刷的范围增大,立管结构应变幅值也相应增大;随着管土循环拍击作用和局部冲刷变形的发展,钢悬链线立管触地段的循环应变幅值逐渐增大并趋于稳定值;在立管脱离床面的瞬间,可观测到立管上缘拉应变突增的现象。拉应变突增幅度随着床面变形的发展逐渐增大,进而导致循环应变幅值的增加。  相似文献   

Umbilical cable recovery load analysis     

闫澍旺  贾沼霖  封晓伟  李世涛 《中国海洋工程》2013,27(3):351-358

Umbilical cable is a kind of integrated subsea cable widely used in the exploration and exploitation of oil and gas field. The severe ocean environment makes great challenges to umbilical maintenance and repair work. Damaged umbilical is usually recovered for the regular operation of the offshore production system. Analysis on cables in essence is a two-point boundary problem. The tension load at the mudline must be known first, and then the recovery load and recovery angle on the vessel can be solved by use of catenary equation. The recovery analysis also involves umbilical-soil interaction and becomes more complicated. Calculation methods for recovery load of the exposed and buried umbilical are established and the relationship between the position of touch down point and the recovery load as well as the recovery angle and recovery load are analyzed. The analysis results provide a theoretical reference for offshore on-deck operation.  相似文献   

Cross-Flow VIV-Induced Fatigue Damage of Deepwater Steel Catenary Riser at Touch-Down Point简     

王坤鹏  唐文勇  薛鸿祥 《中国海洋工程》2014,28(1):81-93

A prediction model of the deepwater steel catenary riser VIV is proposed based on the forced oscillation test data, taking into account the riser-seafloor interaction for the cross-flow VIV-induced fatigue damage at touch-down point （TDP）. The model will give more reasonable simulation of SCR response near TDP than the previous pinned truncation model. In the present model, the hysteretic riser-soil interaction model is simplified as the linear spring and damper to simulate the seafloor, and the damping is obtained according to the dissipative power during one periodic riser-soil interaction. In order to validate the model, the comparison with the field measurement and the results predicted by Shear 7 program of a full-scale steel catenary riser is carried out. The main induced modes, mode frequencies and response amplitude are in a good agreement. Furthermore, the parametric studies are carried out to broaden the understanding of the fatigue damage sensitivity to the upper end in-plane offset and seabed characteristics. In addition, the fatigue stress comparison at TDP between the truncation riser model and the present full riser model shows that the existence of touch-down zones is very important for the fatigue damage assessment of steel catenary riser at TDP.  相似文献