单斜介质中方位NMO速度Thomsen参数反演方法研究   总被引：9，自引：0，他引：9       下载免费PDF全文

王德利  何樵登  韩立国 《地球物理学报》2006,49(1):249-255

采用启发式共轭梯度法,即随机爬山法 + 共轭梯度法,利用单斜介质中P波方位NMO速度椭圆轴向偏转角度接近于零这一特性,简化P波方位NMO速度公式,并利用多方位P波NMO速度,反演出某一初始CMP观测线与自然坐标系之间的夹角,作为进一步进行Thomsen各向异性参数反演的基础. 根据各向异性介质中方位NMO速度与Thomsen参数之间的关系,建立了利用三种波的多方位NMO速度及垂直传播速度反演单层单斜各向异性介质Thomsen各向异性参数的目标函数. 对计算的理论值添加具有一定标准差的正态分布的随机噪声,用以模拟实际观测存在的误差,通过对加噪后的数据进行多次反演的误差分析,表明了所建立的目标函数及选用的反演方法是有效可行的,而且相对稳定.  相似文献   

基于材料非线性的两种海缆弯曲限制器的有限元分析与试验验证     

董吴磊  杨华勇  郭朝阳  陈磊 《海洋技术学报》2019,38(6):89-94

海缆在使用过程中,受到洋流冲击及自身重量的影响,容易过度弯曲,从而影响海缆的寿命,造成经济损失。弯曲限制器是防止海缆过度弯曲的重要附件。文中建立海缆弯曲限制器A、B两种不同结构的模型,通过有限元模拟分析,比较在相同弯矩载荷下两种结构的锁紧弯曲半径及应力、应变情况,并通过试验验证两种结构的实际使用情况和模拟分析结果的一致性,为海缆弯曲限制器的优化改进提供了参考。计算结果表明:随着弯矩的增大,两种结构的锁定弯曲半径的变化趋势一致,但相同的弯曲半径下所能承受的载荷和两种结构曲率的平缓度有着较大的差异;在相同的应用环境下,B型结构能够更好地保护海缆,限制海缆的最小弯曲半径。  相似文献   

Parametric interpolation method for probabilistic fatigue analysis of steel risers     

《Applied Ocean Research》2019

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   

An inverse problem methodology for multiple parameter estimation in bend stiffeners     

《Applied Ocean Research》2019

The flexible riser top connection is a critical region for lifetime assessment due to large tension/curvature variations and modeling uncertainties. The bend stiffener polyurethane mechanical response not only presents a nonlinear loading rate and temperature dependency but is also subjected to weather ageing during operation, which may affect its mechanical behavior over time. The top tension, employed for riser local cross-section stress calculation, is usually obtained from global dynamic analyses performed under selected environmental conditions, if direct measurement is not available. As a consequence, both the bend stiffener effect on the curvature distribution and the top tension time series present inherent uncertainties for riser lifetime (re)assessment. In the present work, a proposed monitoring approach composed by gyrometers installed along flexible riser/bend stiffener top connection system length combined with an inverse problem methodology is numerically investigated to estimate the following parameters: (i) polyurethane hyperelastic response and (ii) effective top tension. The top connection system is modeled using a large deflection beam bending model and the parameters are estimated using a damped least-square minimization approach with the Levenberg–Marquardt algorithm. For the preliminary feasibility investigation, the gyrometer experimental data is numerically estimated through Monte Carlo simulations. A case study is carried out to investigate the influence that the number of sensors, sensors arrangement, loading conditions and top connection model have on the inverse parameters estimation. The results indicate that the proposed monitoring approach and inverse parameter estimation methodology may effectively reduce flexible riser lifetime calculation uncertainties.  相似文献   

Feasible numerical method for analysis of offshore pipeline in installation     

《Applied Ocean Research》2019

Feasible numerical method for a structural analysis of a pipeline configuration during the installation process is presented. The method considers the whole pipeline, which is partially suspended and partially laid-on a seabed, as a single continuous segment, and is valid for a complete range of laying angles between 0°–90°, i.e., valid for both S-lay and J-lay configurations. The method accounts for a pipeline–seabed interaction and the pipeline is modeled by means of nonlinear large deformation beam theory. The numerical solution is carried out in an incremental-iterative manner by following the actual pipeline installation process, and thus allowing efficient treatment of pipeline-seabed interaction circumventing the further complexities with contact detection. At each increment, the length of the pipeline is increased and new sequential equilibrium configuration is assessed by direct minimization of a total potential energy approximated as a Riemann sum, which yields algebraic system of nonlinear finite difference equations that is further solved by iterations with Newton-Raphson technique. The simplicity, flexibility and robustness of the proposed method allow to enhance the efficiency of engineering calculations and design. Accounting for a bending stiffness in a suspended part allows analyzing variations in laying angle and lay tension independently. The method convergence is validated and compared with Abaqus. The results are in an excellent agreement. Moreover, the comparison with Abaqus shows that for the selected parameters the assumption that the pipeline is inextensible and unshearable is very reasonable. Representative parametric study is conducted to demonstrate the feasibility of the method. Parametric study considers the effects of laying angle (0°–90°), lay tension, laying water depth (up to 3000 m) and seabed stiffness.  相似文献   

Application of the Load/Unload Response Ratio Theory to Predictions of Moderate Earthquakes (7.0>M≥6.0)     

Chen Xuezhong  Yin XiangchuInstitute of Geophysics  SSB  Beijing ChinaCenter for Analysis  Prediction  SSB  Beijing China 《中国地震研究》1995,(3)

The variation in load/unload response ratio before some moderate earthquakes is analyzed based on the theory of the load/unload response ratio.The results show that the load-unload response ratio increases noticeably before moderate earthquakes,and there are three kinds of patterns in which the load/unload response ratio varies and the duration of noticeable increase in load/unload response ratio ranges from half a year to two years.  相似文献   

对流层上传重力波的非线性演化   总被引：2，自引：1，他引：2       下载免费PDF全文

王咏梅  徐寄遥  王英鉴 《地球物理学报》2001,44(2):154-162

利用二维全隐欧拉格式对重力波在可压、非等温大气中的非线性传播过程进行了数值模拟和分析.分析结果表明，从对流层顶激发的重力波能稳定地经平流层传到中层顶，从而将能量和动量从一个区域带到另一个区域；在向上传播过程中，重力波经历了发展、位温翻转、对流直至最终破碎的演变；重力波的破碎是对流和小尺度波动的重要的源，对流不稳定和翻转是非线性现象的一个基本特征.计算还显示，扰动源的大小直接影响着重力波的非线性传播过程，当扰动源足够小时，重力波能稳定传播，而大振幅扰动可以加速重力波的破碎.  相似文献   

基岩振动干扰下的动力滑坡机制研究   总被引：1，自引：1，他引：1  

王来贵  王泳嘉 《工程地质学报》1997,5(2):137-142

本文通过对边坡基底岩石振动因素的分析, 建立了单一滑面滑体受基底岩石强迫振动的模型, 采用非线性动力学方程描述滑体的变形规律, 分析了基底岩石振动过程中导致滑体移动的原因。指出在一个频带范围和力幅范围内, 基底的振动, 会引起潜在滑体位移突跳, 在滑面的法向方向上张开, 切向上错动而诱发滑坡。  相似文献   

解算非线性Molodensky问题的高阶逼近方法   总被引：5，自引：0，他引：5  

于锦海  党诵诗 《测绘学报》1992,21(4):249-258

  相似文献   

研究地震和岩石破裂现象的非线性科学方法   总被引：3，自引：0，他引：3  

郑捷 《地球物理学进展》1992,(1)

本文以地震孕育和岩石破裂过程的阶段(包括裂纹系形成、变形局部化和断层形成、断层活动和松弛)为线索,阐述了非线性科学方法(包括分形几何学,自组织临界现象和混沌动力学)的应用,提出了地震孕育过程和岩石破裂各阶段的普适性特征、机理和要着重研究的课题.  相似文献