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1.
娄敏  明海芹 《海洋通报》2015,34(1):113-120
基于ANSYS/LS-DYNA动力学分析软件,采用非线性动力有限元法,对坠物撞击海底管道的过程进行数值仿真。通过大量的数值模拟得出:相同坠落物能量的情况下,悬空管道的凹陷损伤深度与裸露管道的相比偏小,且随着坠落物能量的增加,其差值增大;随着坠落物速度、坠落物质量的增大,管道撞击部位凹陷变形加剧,海底管道悬空段的最大振动幅值增大;相同坠落物能量的情况下,坠落物与悬空管道的接触面积越小,悬空管道的损伤深度越大;海床土体参数(剪切弹性模量、内摩擦角、密度)的变化对悬空管道的凹陷损伤深度及悬空段的最大振动幅值的影响较小。  相似文献   

2.
基于ANSYS/LS-DYNA动力学分析软件,采用非线性动力有限元法,对坠物撞击海底管道的过程进行数值仿真。通过大量的数值模拟得出:相同坠落物能量的情况下,悬空管道的凹陷损伤深度与裸露管道的相比偏小,且随着坠落物能量的增加,其差值增大;随着坠落物速度、坠落物质量的增大,管道撞击部位凹陷变形加剧,海底管道悬空段的最大振动幅值增大;相同坠落物能量的情况下,坠落物与悬空管道的接触面积越小,悬空管道的损伤深度越大;海床土体参数(剪切弹性模量、内摩擦角、密度)的变化对悬空管道的凹陷损伤深度及悬空段的最大振动幅值的影响较小。  相似文献   

3.
海底滑坡对置于海床表面管线作用力的CFD模拟   总被引:2,自引:0,他引:2  
王忠涛  王寒阳  张宇 《海洋学报》2016,38(9):110-117
海底管线是海洋工程中用于传输原油和天然气等的重要通道,通常放置在海床表面或处于悬跨状态。本文采用计算流体动力学CFD法模拟了不同冲击角度下海底滑坡对置于海床表面的海底管线的作用,得到了管线所受的轴向荷载和法向荷载与滑坡冲击角度之间的关系。同时分析了沿冲击方向管线截面形状与管线所受阻力之间的关系。对已有研究进行拓展延伸,丰富了不同工况下轴向阻力系数和法向阻力系数的计算成果,得出了海底滑坡对置于海床表面管线冲击力的计算公式。  相似文献   

4.
研究了用于维护和检修中国渤海海域输油管道的浅海管道检测艇的操纵性和运动仿真,提出了浅海海底管道检测艇的水动力学方程。为了更好地了解在配置上与一般潜器不同的浅海海底管线检测艇的动力学性能,通过水动力系数分析,研究了浅海海底管线检测艇的操纵性。最后根据运动方程建立了仿真系统,并通过仿真试验结果验证了仿真试验平台的可行性和可靠性。  相似文献   

5.
基于ANSYS/LS-DYNA有限元软件显示动力分析,采用非线性动态有限元法,对海底管道受坠物碰撞的动态过程进行数值模拟,对比分析坠物质量、坠物形状、轴向预加荷载因素对海底管道在撞击作用下凹陷及损伤区域的影响。结果表明:海底管道受撞击部位的凹陷及损伤区域随着坠物能量的增加而增大;坠物形状因素由于碰撞发生时接触面不同对管道凹陷及损伤区域造成不同的影响;海底管道内压的存在一定程度上抵抗了碰撞造成的局部塑性损伤变形;轴向受拉对海底管道损伤方面的影响很小可忽略不计;适当增加轴向压力可提升海底管道抗碰撞冲击能力而过大的轴向压力会加剧管道破坏。  相似文献   

6.
海底管线是海洋油气资源开发和利用的生命线。近海捕捞作业区遍布着纵横交错的海底管道网,且不断受到来自近海捕捞渔船的抛锚碰撞、拖网撞击及拖拽威胁,近年来频繁发生近海区海底管线的受损事故。研究近海捕捞作业对海底管线的影响,开展海底管线在捕捞作业方面的风险评估是十分必要的。针对近海捕捞作业对海底管线的两种损伤情况作概率计算和严重度分析,建立风险概率和损害等级的关系,得到风险评估矩阵,探讨近海捕捞作业区海底管线的定量风险评估方法。此方法可探讨的概率和严重度计算方法对近海区海底管线的风险评估具有一定的参考价值。  相似文献   

7.
由于海底水动力环境的复杂性,海底管线破坏等问题日益突出,而海床的冲刷是管线破坏的一个重要原因。本文经对单向恒定流作用下的海底管线冲刷坑内泥沙动水休止角这一特征参数的理论分析和试验研究,得到其相关关系和变化规律,对进一步研究海底管线的防护技术有一定参考价值。  相似文献   

8.
通过数值模拟方法与物理模型实验,对不同间隙比情况下的海底管线绕流特性进行研究。数值模拟采用有限差分法对标准k-ε湍流方程和控制方程进行离散,利用GMRES算法求解离散方程,模拟绕流流场。物理模型实验中采用超声测速仪ADV系统测取不同断面的流速分布情况,分别分析不同间隙比情况下的漩涡运动特性。同时分析各垂直断面不同间隙比时尾流流速变化情况,数值模拟结果与实验结果吻合较好,本文成果为进一步研究海底管线的防护措施打下基础。  相似文献   

9.
海底管线地震应力影响分析   总被引:1,自引:0,他引:1  
基于Biot动力固结理论建立海床-管线相互作用的计算模型。利用粘弹性人工边界,以大型有限元软件ADINA为平台对El Centro地震波作用下的海底管线的动力响应进行分析,重点讨论管线覆盖层几何形状以及海床土各向异性对海床土体的孔隙水压力和管线内应力的影响,更为实际地反映了海底管线的地震应力作用。  相似文献   

10.
为探索海底管道在锚击作用下的损伤规律,通过海底管道损伤试验和数值模拟,研究了坠物质量、坠落高度和坠物形状对海底管道机械损伤的影响,并结合试验结果修正了Ellinas-Wallker公式。研究结果表明:管道的凹陷损伤随坠物质量和坠落高度的增大而变大;在相同质量的立方体、球体和模型锚三种形状坠物作用下,球体坠物对管道的损伤最严重;EllinasWallker公式计算结果偏于保守,修正后计算结果与试验和数值模拟结果吻合良好。研究结果可以为海底管道的工程设计及应用提供一定的参考。  相似文献   

11.
In this paper a new nondestructive damage identification method is introduced. The method based on flexibility matrix can be used to detect and locate structm'al damage and evaluate the severity of damage in legs of jacket platforms by modal parameters of a structure. With the modal data for only the few lower modes in both the intact and damaged states, the one-dimensional and two-dimensional distributed curvatures can be used to analyze damage location and the severity. Instead of directly comparing the curvatures before and 'after damage, the method here uses modal parameters only in the damaged structure to detect the damage and it consists of three parts. First, ilexibility matrix is obtained by use of the absolute maximum in each column. Second, because the legs of jacket platforms are the pipe-like structure, the circumferential flexibility curvature matrix is obtained by use of the circular curvature. At last, equivalent curvature ratio is defined and the curve meaning equivalent curvature ratio and the severity of damage relationship for one element is given through the data of damage severity from ten percent to ninety percent by numerical simulation. Many existing damage detection methods need two steps, locate the damage firstly and evaluate the severity of the damage. However, the method present- ed! in this paper can locate and then evaluate the severity of damage at the same time. The numerical analysis results in- dicate that the present method is effective, useful and only need the first and the second mode data of the structure.  相似文献   

12.
李晔 《海洋工程》2016,34(5):131-136
由于海洋平台结构长期处于恶劣的海洋环境中,并受到各种载荷的交互作用,结构容易产生各种形式的损伤。因此,对海洋平台进行实时监测有着十分重要的现实意义。以单筒简易导管架平台为例,主要在结构损伤的判定和定位两方面对海洋平台的实时结构健康监测进行研究,结果表明通过对结构响应信号进行小波分析,小波变换系数和小波包能量分布可以很好地定义损伤识别指标。  相似文献   

13.
冯曦  易风  曹海锦  杨斌 《海洋工程》2018,36(1):62-73
Errors will be caused in calculating the fatigue damages of details in liquid cargo tanks by using the traditional spectral analysis method which is based on linear system, for the nonlinear relationship between the dynamic stress and the ship acceleration. An improved spectral analysis method for the assessment of the fatigue damage in detail of a liquid cargo tank is proposed in this paper. Based on assumptions that the wave process can be simulated by summing the sinusoidal waves in different frequencies and the stress process can be simulated by summing the stress processes induced by these sinusoidal waves, the stress power spectral density (PSD) is calculated by expanding the stress processes induced by the sinusoidal waves into Fourier series and adding the amplitudes of each harmonic component with the same frequency. This analysis method can take the nonlinear relationship into consideration and the fatigue damage is then calculated based on the PSD of stress. Take an independent tank in an LNG carrier for example, the accuracy of the improved spectral analysis method is proved much better than that of the traditional spectral analysis method by comparing the calculated damage results with the results calculated by the time domain method. The proposed spectral analysis method is more accurate in calculating the fatigue damages in detail of ship liquid cargo tanks.  相似文献   

14.
生境等价分析法(habitat equivalency analysis, HEA)作为国际上较为推广应用的自然资源损害评估方法,更加适于衡量中大型溢油事故生态损害。文章以发生于2010年7月16日的大连新港溢油事故为例,结合恢复费用法思想,认为该次溢油对该港造成的生态损失达90.27亿元。运用HEA的相关原理及方法对恢复工程规模进行估算,发现种植153.84 km2的海草床才能使该港的生态服务功能恢复至最初水平。最后,鉴于评估的准确性,进行结果敏感性分析,结论是受损生境服务的最大恢复水平和服务水平恢复函数的形式对结果具有至关重要的影响。以上分析将为海洋管理相关部门评估生态损害及补偿提供参考支撑。  相似文献   

15.
In the present study, the dynamic and fatigue characteristics of two types of stress joints are investigated under ocean environmental condition. Connected with the riser and the platform, stress joint at the vessel hang-off position should be one of the main critical design challenges for a steel catenary riser (SCR) in deepwater. When the riser is under a high pressure and deepwater working condition, the stress state for the joint is more complex, and the fatigue damage is easy to occur at this position. Stress joint discussed in this paper includes two types: Tapered Stress Joint (TSJ) and Sleeved Stress Joint (SSJ), and multiaxial fatigue analysis results are given for comparison. Global dynamic analysis for an SCR is performed first, and then the local boundary conditions obtained from the previous analysis are applied to the stress joint FE model for the later dynamic and multiaxial fatigue analysis. Results indicate that the stress level is far lower than the yield limit of material and the damage induced by fatigue needs more attention. Besides, the damage character of the two types of stress joints differs: for TSJ, the place where the stress joint connects with the riser is easy to occur fatigue damage; for SSJ, the most probable position is at the place where the end of the inner sleeve pipe contacts with the riser body. Compared with SSJ, TSJ shows a higher stress level but better fatigue performance, and it will have a higher material cost. In consideration of various factors, designers should choose the most suitable type and also geometric parameters.  相似文献   

16.
研究短期海况中海洋结构物在宽带波浪载荷作用下交变应力过程中的应力范围的概率分布及结构疲劳损伤问题.首先从应力的功率谱密度出发,利用小波变换作为工具,对应力过程进行模拟.然后用雨流计数法识别出应力过程中对结构造成疲劳损伤的应力范围,并用Weibull分布对应力范围的分布进行了拟合;最后给出了应力范围服从Weibull分布时结构疲劳损伤的计算方法.  相似文献   

17.
作者籍以能值和生态炯分析,将海洋生态内在价值补充到溢油损害评估中,并以"塔斯曼海"轮溢油事故为例,分析了生态系统内在价值损害评估的特点。结果表明溢油生态内在价值损害大于对生态服务价值的损害,前者是后者的6.9倍;能值变化反映对资本积累的损害,生态炯更突出了溢油对初级生产力的生态系统的影响。本评价是现有溢油损害评价的补充,可为彻底、有效环境治理、生态修复提供保障,对海洋开发管理决策和公众环保意识的提高将有积极的影响。  相似文献   

18.
Fully coupled time domain analysis of a floating system is rigorous but time-consuming, thus an efficient hybrid method was developed in a prior work. The method simulates the coupled slow-drift responses in the time domain and analyzes the wave-frequency dynamics in the frequency domain. The hybrid method was shown to compare well with time domain analysis in predicting the mean-square vessel motions and line tensions. In this paper, the hybrid method is extended for the fatigue analysis of moorings and risers. The fatigue damage thus calculated is found to closely agree with the result from time domain analysis in conjunction with rainflow counting. Several spectral fatigue techniques are also compared, and these methods are significantly less accurate, thus attesting to the complexity of the problem.  相似文献   

19.
Slender marine structures such as mooring lines and risers are susceptible to failures due to stress variations coming from environmental actions. Wave, wind and current are random phenomena, and consequently the most adequate methodology to estimate the fatigue damage accumulation on these structures is the probabilistic fatigue analysis. In practice, the estimation of fatigue life requires the numerical simulation of a huge number of loading cases to compute the multi-dimensional integral of the total fatigue damage.This paper presents an efficient approach to compute the long-term fatigue damage of marine structures. The proposed method needs only a few number of numerical simulations to estimate the structure fatigue life. It uses a parametric interpolation procedure to evaluate the fatigue damage for any individual short-term condition (sea state) required in the calculation of the multi-dimensional integral. In this way, the total number of short-term structural analyzes is considerably reduced.The effectiveness and accuracy of the proposed method is compared to the full direct integration by means of two comprehensive examples. The first studied case is an idealized theoretical model of a single-degree-of-freedom (SDOF) system under wave loading, and the second one is a Steel Catenary Riser (SCR) connected to a FPSO (Floating, Production, Storage and Offloading floating unit).  相似文献   

20.
油气爆炸作用下海洋平台抗冲结构研究   总被引:1,自引:1,他引:0  
海洋平台在服役期间,常会遭受到油气泄露而爆炸引起的冲击破坏.结合歧口QK18-2海洋平台结构,利用非线性瞬态动力学计算软件MSC.Dytran对气体爆炸造成海洋平台结构的损伤机理进行数值仿真研究.在此基础上,详细研究舱室在爆炸载荷下的动态响应,将舱室和爆炸区之间的围壁结构采用增加板厚和改变支撑结构形式、尺寸等四种不同的方式进行比较研究,得出支撑结构对于平台抗冲击的重要性,从而提出有效可行的抗冲结构形式.  相似文献   

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