海上风电单桩基础土相互作用特性影响因素分析

采用有限元软件ABAQUS建立了海上风电单桩基础与土相互作用数值计算模型,将波浪、洋流及风荷载等效成双向对称循环荷载,研究了水平循环荷载作用下不同因素对桩身水平位移、剪力和弯矩的影响规律。研究表明,随着循环荷载比的增加,桩身位移零点和桩身剪力反弯点沿埋深逐渐下移,桩身弯矩最大值点位于浅层土体;不同荷载频率时桩身位移在零点以上变化较大,桩身弯矩随着频率的增加逐渐增大;单向循环荷载作用下桩身位移最大,双向对称循环荷载作用下桩身位移最小;壁厚较小时对桩身水平位移影响较大;在位移零点之上范围内可以考虑设计"上厚下薄"的钢管桩,以减小桩身水平位移;不同桩壁厚时桩身剪力曲线在埋深约6D处出现交点,且泥面处桩身弯矩变化不明显。     

Investigation of borehole effects on azimuthal resistivity measurements using novel pseudo-analytic formulas

Downhole resistivity measurements provide valuable information for geosteering and formation evaluation. It is important to understand and correct the environmental effects, such as the borehole, the tool eccentricity and the resistivity anisotropy effects, of the measurements based on fast and accurate modelling methods. A new pseudo-analytic solution for eccentric coaxial and tilted-coil antennas in the cylindrically multilayered medium with transverse isotropic conductivity was developed. This method can take the eccentric tool, the borehole, the mud invasion and the resistivity anisotropy into account. These formulas enable us to simulate the responses of the downhole induction logging tools, including induction wireline and azimuthal propagation logging-while-drilling measurements. Instead of using the prior fictitious boundary, the generalized reflection coefficients are proposed to construct the linear matrix functions to deal with the tool eccentricity. The cylindrical functions are reorganized and presented in forms of ratios. Thus, the proposed formulas obviate the overflow issue in the computation and are more stable and efficient. The proposed approach is compared and validated with other well-established methods. Simulations and case studies show that: (1) the responses of azimuthal resistivity logging-while-drilling tool are affected by the tool's eccentricity in both isotropic and anisotropic medium; (2) sine curve behaviours exist for the phase difference and amplitude ratio of azimuthal resistivity measurements along with different eccentricity azimuth.     

可渗透海床单桩孤立波破碎波浪力数值研究

当波浪传播至近岸浅水区时易发生破碎,波浪破碎后水体直接拍击单桩结构,其波浪作用力显著增大,可能导致结构失稳破坏。首先建立包括斜坡海床的数值波浪水槽,并与已有研究进行对比验证。进而开展考虑斜坡海床可渗透性的孤立波数值模拟,分析孤立波传播与浅水化破碎特征,着重研究竖直单桩上破碎波浪力的特性,及其与单桩位置、海床渗透率的关联性。数值研究发现:对于低渗透率海床,随着单桩位置由深水向岸线位置变动,其所受波浪力先增后减,所受波浪力最大的桩体位置随海床渗透率增加而从波浪破碎点前方移动至破碎点后1D处,而在高渗透率海床上不同位置处桩体所受波浪力均较小;随海床渗透率等梯度增加,海床消波作用逐渐增强,波浪破碎进程延缓,波浪破碎点向岸线方向加速移动,单桩上破碎波浪力呈整体下降趋势,但可能因波浪破碎点的位置变动导致部分位置桩体所受波浪力异常增大。     

Simulation of irregular waves in an offshore wind farm with a spectral wave model

A numerical study of irregular waves in the Norwegian continental shelf wind farm (HAVSUL-II) was conducted using 3rd generation spectral wave models. The study was composed of two parts: the study of the effect of a single windmill monopile in the local incoming wave field using an empirical JONSWAP spectrum, and a wave hindcast study in the wind farm area using realistic incoming wave spectra obtained from large scale simulations for the 1991-1992 winter period. In the single windmill monopile study the SWAN wave model was used, while the hindcast study was conducted by successively nesting from a coarse grid using the WAM model up to a high-resolution (56 m) grid covering 26.2 km² of the HAVSUL-II windmill farm using the SWAN model. The effect of a single monopile on incident waves with realistic spectra was also studied. In the single windmill study the monopile was represented as a closed circular obstacle and in the hindcast study it was represented as a dry grid point. The results showed that the single windmill monopile creates a shadow zone in the down wave region with lower significant wave height (H_s) values and a slight increase of H_s in the up wave region. The effects of the windmill monopile on the wave field were found to be dependent on the directional distribution of the incoming wave spectrum and also on the wave diffraction and reflection. The hindcast study showed that the group of windmill monopiles may contribute to the reduction of the wave energy inside the offshore wind farm and that once the waves enter into the offshore wind farm they experience modifications due to the presence of the windmill monopiles, which cause a blocking of the wave energy propagation resulting in an altered distribution of the H_s field.     

热响应测试实例及问题分析

地埋管地源热泵系统开发利用前景广阔,本文尝试采用基于圆柱热源理论的柱模型,在天津市静海县团泊新城,为某竖直地埋管建设项目设计了2组取热和2组排热工况热响应测试试验,为地源热泵系统优化设计与节能运行,提供了必要的数据依据。同时我们还总结了热响应测试过程中应该注意的问题,为以后工作提供了建议。     

On elastic-plastic collapse of subsea pipelines under external hydrostatic pressure and denting force

This paper presents analytical and numerical researches on the buckling or collapse of offshore pipelines under external hydrostatic pressure. Firstly the case of homogeneous ring model is investigated followed by a detailed study on corroded rings. The elastic-plastic collapse pressure could be treated as the least root of an elementary function. We prove that collapse pressure is a strictly increasing function of mode number in this paper and present some interesting structures of the roots. Partially corroded ring is parametrized by corrosion depth and angle extent. A comprehensive comparison shows that plasticity should not be neglected when the ring is thick-walled. Moreover, a study on large deflection deformation of 3D cylindrical shells quasi-statically dented under constant external pressure is carried out theoretically and numerically. The buckle propagation pressure is shown to be a meaningful value to normalize external pressure. This paper serves to enhance the understanding of destabilizing effect of external pressure mainly applicable and relevant to subsea offshore industry.     

球面波和柱面波的复射线束展开

通过在平面波谱域中比较复射线束叠加场和标准解的方法,导出了球面波和柱面波的复射线束展开系数公式.将该结果与以往文献中,通过在空间域直接比较标准解所导出的结果对比表明,本文结果具有形式简洁、自由参数少的优点.     

The effects of drag reduction by ribbons attached to cylindrical pipes

This study proposes a drag reduction device that uses three ribbons attached 120 degree apart to vertical pipes. Experiments were conducted in a circulating water channel to investigate the effects of the ribbon length and the direction of the flow on various current velocities. Drag on a vertical cylinder was measured by a resistance dynamometer. Flow visualizations were conducted using laser sheet beams. Laser Doppler Velocimetry (LDV) was used to measure the velocity field in the wake. This experiment demonstrates that attached ribbons can be used to reduce the drag force on vertical pipes for various directions of incoming flows. The ribbon-type device is very simple and easy to fabricate for field applications. The results are promising for the application to offshore structures.     

饱和土中圆柱形衬砌对瞬态弹性波的散射

基于Biot波动理论,运用Laplace变换和波函数展开法,得到瞬态弹性波入射条件下饱和土体及圆柱形衬砌的位移应力表达式.利用饱和土体与衬砌结构的连续条件和衬砌结构内边界上的应力自由条件确定表达式中的未知系数.利用Laplace逆变换的数值方法给出了问题的数值解.研究了衬砌结构的动应力集中系数的波型特性及材料剪切模量和衬砌厚度对动应力集中系数的影响.结论表明随着阶数n的增大波型明显衰减;土体较衬砌结构软时动应力集中系数越大;衬砌结构厚度越大动应力系数越小.     

随机分布多导体圆柱目标散射的快速计算 及其成像模拟

用二维迭代方法快速地解析计算多导体圆柱目标的散射场,其中各圆柱目标自身的一次散射以各自中心为原点的柱面波函数叠加,匹配各圆柱表面的边界条件获得展开系数;各圆柱间的散射相互作用由坐标变换实现,具体体现在圆柱中心偏移产生的初始相位上.为考虑各个柱目标间的二次散射,将每个柱目标自身的一次散射看成另一柱目标的激励场,利用柱面波函数的加法定理和边界条件匹配来计算各柱目标间的二次散射贡献.类似的处理可获得三次或更高次的散射计算.与矩量法(MoM)的数值结果比较,验证了该方法的有效性,明显提高了后向散射的计算速度.对于随机生成的多个圆柱目标模型,解析计算一定频带f和360°方位角θ范围内均匀离散样点的后向散射场.为抑制数据截断产生的振铃效应,对频率向的散射数据用Hamming窗实现平滑过渡.为充分利用快速Fourier变换(FFT)的高效计算,对f－θ平面上的离散散射数据用二维的三次样条插值处理,得到X－Y平面的均匀离散数据.最后,用FFT方法快速实现逆合成孔径雷达(ISAR)成像模拟,很好地重构了各圆柱体目标的位置和大小尺寸.