导管架圆管风致涡激振动对总体疲劳性能的影响     

胡文韬  刘利琴  罗超  余勇军 《海洋工程》2023,41(2):12-21

研究了在建阶段导管架圆管发生风致涡激振动对整体疲劳性能的影响。建立了圆管动力学模型,分析了圆管的动力学特性;固定系数取值0.7模拟实际工程中圆管两端的焊接约束形式,计算了圆管的振动响应;基于线性累积损伤准则和S-N曲线计算了圆管发生风致涡激振动的疲劳损伤度,并根据规范计算出圆管在位阶段的疲劳损伤度,对比总结风致涡激振动对总体疲劳性能的影响以及振动抑制措施对疲劳性能的改善。研究表明,在建阶段导管架圆管发生风致涡激振动会明显地影响圆管的疲劳特性,降低疲劳寿命,因此可以通过绑定绳索、安装防振锤等手段减少结构的疲劳损伤。  相似文献   

基于基因表达式编程算法的波浪透射预测     

刘涛  冯曦  冯卫兵  张宸豪  陆杨 《海洋工程》2021,39(1):133-141

准确预测波浪透射对于维护港内水域平稳、保障港内船舶稳定具有重要意义。基于567组透浪试验数据,采用基因表达式编程(gene expression programming,简称GEP)算法预测波浪透射。主要研究内容包括:确定GEP算法的最优输入变量组合;建立透浪系数与最优组合变量的定量关系;探究GEP算法的预测精度随训练组数变化的规律;并对输入变量进行了敏感性分析。研究结果表明,GEP算法的最优输入变量组合为深水波陡、相对堤宽和相对水深;训练组数较少时,GEP算法的预测精度不高,当训练组数提高至300组,预测的精度已经达到较高水平,且精度随着训练组数的继续增加提高不大; GEP算法的预测精度远远高于前人的经验公式;相较于相对堤宽和相对水深,深水波陡对波浪透射影响更为显著。本研究表明,GEP算法可作为一种新的方法研究波浪透射,为后续研究与应用提供参照。  相似文献   

砂土中四筒导管架风机基础抗弯承载力研究     

乐丛欢  任建宇  姜明涛  张浦阳  丁红岩 《海洋工程》2021,39(2):12-19

针对一种四筒导管架海上风机基础,基于有限元数值分析,通过建立砂土中不同筒径和筒高的四筒导管架基础有限元模型,研究砂土中单调弯矩荷载的作用下,筒径与筒高对导管架基础抗弯承载力的影响。分析结果表明:四筒导管架风机基础的抗弯承载力随着筒高或筒径的增加呈明显的增长趋势,相比于筒径的增加,筒高的增加对提高基础抗弯承载力更为有效;在极限弯矩荷载的作用下,基础旋转中心水平向位置受筒高的影响较大,但竖向位置受筒高和筒径的影响很小。  相似文献   

琼东南盆地深水区崖城组生成天然气的化学动力学及其应用     

苏龙  张东伟  杨海长  陈莹  陈国俊  郑建京  徐永昌 《海洋学报(英文版)》2018,37(1):50-59

The natural gas generation process is simulated by heating source rocks of the Yacheng Formation, including the onshore-offshore mudstone and coal with kerogens of Type II_2-III in the Qiongdongnan Basin. The aim is to quantify the natural gas generation from the Yacheng Formation and to evaluate the geological prediction and kinetic parameters using an optimization procedure based on the basin modeling of the shallow-water area. For this, the hydrocarbons produced have been grouped into four classes(C_1, C_2, C_3 and C_(4-6)). The results show that the onset temperature of methane generation is predicted to occur at 110℃ during the thermal history of sediments since 5.3 Ma by using data extrapolation. The hydrocarbon potential for ethane, propane and heavy gaseous hydrocarbons(C_(4-6)) is found to be almost exhausted at geological temperature of 200℃ when the transformation ratio(TR) is over 0.8, but for which methane is determined to be about 0.5 in the shallow-water area. In contrast, the end temperature of the methane generation in the deep-water area was over 300℃ with a TR over 0.8. It plays an important role in the natural gas exploration of the deep-water basin and other basins in the broad ocean areas of China. Therefore, the natural gas exploration for the deep-water area in the Qiongdongnan Basin shall first aim at the structural traps in the Ledong, Lingshui and Beijiao sags, and in the forward direction of the structure around the sags, and then gradually develop toward the non-structural trap in the deep-water area basin of the broad ocean areas of China.  相似文献   

Axial and transverse deep-water sediment supply to syn-rift fault terraces: Insights from the West Xylokastro Fault Block,Gulf of Corinth,Greece     

Timothy M. Cullen  Richard E. Ll. Collier  Robert L. Gawthorpe  David M. Hodgson  Bonita J. Barrett 《Basin Research》2020,32(5):1105-1139

Deep-water syn-rift systems develop in partially- or transiently-linked depocentres to form complicated depositional architectures, which are characterised by short transport distances, coarse grain sizes and a wide range of sedimentary processes. Exhumed systems that can help to constrain the tectono-stratigraphic evolution of such systems are rare or complicated by inversion tectonics. Here, we document a mid-Pleistocene deep-water syn-rift system fed by Gilbert-type fan deltas in the hangingwall of a rift margin fault bounding the West Xylokastro Horst block, on the southern margin of the Gulf of Corinth, Greece. Structural and stratigraphic mapping combined with digital outcrop models permit observations along this syn-rift depositional system from hinterland source to deep-water sink. The West Xylokastro Fault hangingwall is filled by two distinct sediment systems; an axial system fed by coarse-grained sediment gravity flows derived from fault-tip Gilbert-type fan deltas and a lateral system dominated by mass transport deposits fed from an evolving fault-scarp apron. Abrupt changes in stratigraphic architecture across the axial system are interpreted to record changes in relative base level, sediment supply and tectonics. Locally, depositional topography and intra-basinal structures controlled sediment dispersal patterns, from bed-scale infilling of local rugose topography above mass transport complexes, to basin-scale confinement from the fault scarp apron. These acted to generate a temporally and spatially variable, heterogeneous stratigraphic architecture throughout the basin-fill. The transition of the locus of sedimentation from a rift margin to a fault terrace through the syn-sedimentary growth of a basinward fault produced regressive surfaces updip, which manifest themselves as channels in the deep-water realm and acted to prograde the system. We present a new conceptual model that recognises coeval axial and transverse systems based on the stratigraphic architecture around the West Xylokastro fault block that emphasizes the lateral and vertical heterogeneity of rift basin-fills with multiple entry points.  相似文献   

Wave-induced vibration control of offshore jacket platforms through SMA dampers     

《Applied Ocean Research》2019

Since permanent wave-induced vibrations of offshore jacket platforms reduce the service life of the jacket structure and deck equipment and increase the fatigue failure of the welded connections, this research has used SMA (shape memory alloy) dampers to control the jacket platform oscillations. Superelasticity, high durability, and energy dissipation capability make SMA elements good nominees for the design of vibration control devices. In this research, to model the force-displacement hysteretic behavior of SMA elements their idealized multi-linear constitutive model has been implemented and the time history responses of vibration equations have been evaluated by direct integration method. To analyze the SMA damper effects on the vibration suppression of the jacket platforms, a 90 (m) high jacket located 80 (m) deep in water has been selected as a case study. Numerical results have shown that optimized SMA dampers with constant-geometry SMA bars will improve the dynamic behavior of the jacket platform under the action of an extreme regular wave. However, under the action of two irregular waves, SMA dampers with varying-geometry SMA bars will cause significant reduction in the dynamic responses of the jacket platform. The power spectral density function of the deck displacements have shown that the previously mentioned SMA dampers avoid resonance by shifting the natural frequencies of the jacket structure away from the excitation frequencies.  相似文献   

Study on nonlinear dynamic characteristics inherent in offshore jacket platform using long-term monitored response of ice-structure interaction     

《Applied Ocean Research》2018

This paper proposes a method to structurally identify inherent dynamic characteristics based on long-term monitored acceleration data of nonlinear offshore platforms under sea-ice excitation. Not all the inherent characteristics can be excited due to the randomness of ice loading and its limited bandwidth. However, the long-term monitored data can reflect most of the conditions of sea-ice excitation. The change of natural characteristics of the platform under ice loads can be identified by analyzing of long-term monitored data. A nonlinear system of two-degree-of-freedom (2DOF) is simulated to identify dynamic characteristics and verify the effectiveness of the proposed method. The method is applied to analyze the acceleration data caused by ice-induction at a jacket platform in Liaodong Bay. The inherent characteristics of the structure can be identified and its variation under different ice-load intensities is summarized.  相似文献   

深水管道抗压承载力海上试验设想与分析     

余建星  安思宇  孙震洲  段晶辉  蒋梅荣 《海洋工程》2018,36(2):1-8

截至目前,国内外少有成功开展深水管道抗压承载力海上试验的案例,而海上试验对于验证室内压力舱模拟试验结果可靠性是非常必要的。对深水管道屈曲压溃及屈曲传播海上试验进行了设想和分析,并设计了试验流程。考虑到室内压力舱的加载特性,屈曲传播试验会受到若干因素影响,结合数值模拟,考虑屈曲传播海上试验中可能出现的各种加载条件对管道屈曲传播压力的影响进行了研究。数值模拟的结果与室内压力舱试验的结果之间存在一定差异,对该现象存在的原因进行了分析。还对试验中可能存在的问题及需要注意的关键难点提出了解决方案。  相似文献   

湘南地区奥陶系岩石组合及其沉积环境   总被引：1，自引：0，他引：1  

罗薇  何幼斌  蒋金晶  游国庆 《地质通报》2012,31(7):1105-1114

湘南地区奥陶系的岩石类型以砂岩、泥岩和页岩为主,硅岩、灰岩较少。按照岩石成分,可进一步划分为砂岩-泥岩韵律性互层型和泥(页)岩(板岩)-硅岩型2种岩石组合类型。其中,砂岩-泥岩韵律性互层型岩石组合分布于爵山沟组、桥亭子组、天马山组,泥(页)岩(板岩)-硅岩型岩石组合分布于烟溪组。通过岩性、古生物、沉积构造等相标志分析,认为研究区奥陶系沉积环境为深水斜坡至盆地环境,发育深水原地沉积和浊流沉积,并建立了沉积模式,同时分析其沉积演化过程。研究区奥陶系总体表现为水体逐渐上升,经历过一次完整的海进-海退旋回:第一次海进始于下奥陶统桥亭子组,上奥陶统天马山组海退开始。  相似文献   

承台几何参数对高桩承台地震动水效应的影响     

游科华  魏凯  袁万城 《地震工程与工程振动》2013,33(4)

传统方法在计算承台动水效应时无法全面考虑承台复杂几何参数的影响,这往往会造成计算结果与实际情况之间的差异.本文采用基于势流体理论的数值模拟方法,建立了考虑结构-水相互作用承台动力特性分析模型,通过对矩形承台及带复杂倒角的承台大量的参数分析,研究了承台振动频率、倒角、几何尺寸,及入水深度对承台地震动水附加质量的影响.研究发现:承台自振频率会影响承台的附加质量,但其影响较小;承台长宽比或厚度的增加都会增大承台的附加质量;同时,承台倒角形式和大小对承台附加质量有明显影响,忽略倒角的影响,将放大承台的动水效应;承台入水深度的增加会引起承台动水附加质量的增大,但深度超过一定范围后,附加质量基本保持稳定.  相似文献