Nonlinear Static Finite Element Stress Analysis of Pipe-in-Pipe Risers

Owing to the complexity of the pipe-in-pipe (PIP) riser system in structure, load and restraint, many problems arise in the structural analysis of the system. This paper presents a new method for nonlinear static finite element stress analysis of the PIP riser system. The finite element (FE) model of the PIP riser system is built via software AutoPIPE 6.1. According to the specialties of a variety of components in the PIP riser system, different elements are used so as to model the system accurately. Allowing for the complication in modeling the effects of seabed restraint, a technique based on the bilinear spring concept is developed to calculate the soil properties. Then, based on a pipeline project, the entire procedure of stress analysis is discussed in detail, including creation of an FE model, processing of input data and analysis of results. A wide range of loading schemes is investigated to ascertain that the stresses remain within the acceptable range of the pipe material strength. Finally, the effects of the location of flanges, the thermal expansion of submarine pipelines and the seabed restraint on stress distribution in the riser and expansion loop are studied, which are valuable for pipeline designers.     

Study on Key Technology of Using Shell Sand as Backfill for Sea Reclamation

1 .IntroductionEpicontinental sea or land could formfromcontinental shelf because of the decreasing sea levelduring Quaternary.There is a large-area shell sand deposit more than ten meters thick in the neriticzone of China .To use the abundant marine shell sandresource as engineering material for ocean engi-neering and port engineeringis veryimportant .Sand (Gred and Bjorn,1999) ,fine sand (Zhangetal .,2002) , mediumand coarse sand (Qiuet al .,1995) ,highly weathered stone ballast (Zhanetal…     

东海海底地形分区特征和成因研究

东海一直以其特殊的大地构造地位受到国内外地学界的关注,但作为主要受构造控制的东海海底地形的研究,以往简单趋势性描述居多,专门深入系统的研究尚不多见。不久前完成的高精度、全覆盖多波束海底地形勘测覆盖了东海部分外陆架、大陆坡全部、冲绳海槽和东部岛坡的一部分,取得了海量的测深数据。据此编绘的勘测多波束水深图和结合测区外的传统资料编绘的海底地形图使我们有机会可以重新审视和系统研究东海的海底地形特征。在定量确定了陆架坡折线、陆坡坡脚线和东部槽坡坡脚线的基础上划分出了大陆架、大陆坡、冲绳海槽平原和东部岛坡4大地形区,继之对各区的海底地形特征进行了研究和描述,并在区内选取了有代表性的5条剖面进行了剖析。另外,从地球内营力和外营力两方面分析了影响东海海底地形发育的因素。调查分析表明:整个东海地形分带明显,地形类型多样:大陆架十分宽阔,总体北宽南窄,从大陆向海平缓倾斜,发育了广泛的NW-SE向沙脊群,自大陆向东南呈扇形发散;大陆坡呈NE-SW向条带展布,海底地形陡峻,呈阶梯状下掉,总体北缓南陡,其上峡谷密布,上穿切外陆架,下直达海槽,同时坡麓上海台沟谷伴生发育;冲绳海槽北浅南深,其内在平坦的背景上发育了众多的海山和海丘,其中心又有槽中槽地形;东槽坡地形复杂,发育了     

渤海海域的上第三系油气研究

综述了渤海湾盆地沉积与构造活动在时间与空间上的迁移与演化、烃源岩与储盖层的空间分布规律，结合盆地内的勘探现状分析了渤海湾海域上第三系的油气远景。认为盆地内凸起、低凸起以上第三系为主体，伴有东营组和前第三系油气藏的复式油气聚集带是目前渤海油气勘探最现实的有利目标。     

杰氏风暴潮预报方法在珠海及粤西海域的应用

本文通过杰氏风暴潮预报方法对历史上给珠海和粤西海域造成较大影响的台风增水事件进行后报试验,并通过统计分析方法对原有的预报公式进行订正,总结出适合珠海及粤西海域的风暴潮预报公式.利用5a的时间对珠海及粤西海域的台风增水进行试报,结果表明预报准确率分别达95.0%和87.6%,尤其对一些增水较大、影响较严重的台风增水预报相对更加准确,预报准确率均达90.0%以上.这说明订正后的公式对珠海及粤西海域的风暴潮预报能得到较好的预报效果.     

南海表层沉积物中钙质超微化石分布特征

为系统描述钙质超微化石在南海表层沉积中的分布特征,对遍布南海的175个样品进行了实验分析。发现不同地区钙质超微化石绝对丰度相差很大,从0—3.8×1010个.g-1不等。平面上将钙质超微化石丰度分为3个区。共鉴定出钙质超微化石21属28种,以Emiliania huxleyi、Florisphaera profunda和Gephyrocapsa oceanica为优势种,其中Florisphaera profunda占据绝对优势。南海钙质超微化石分布具有两个明显特征:一是14°N线南北两边钙质超微化石的分布存在差异;二是南海钙质超微化石丰度以南沙群岛和西沙群岛两片海域为最高,并有东北-西南走向的分布趋势。对影响钙质超微化石分布的水深、上升流与营养盐、陆源物质稀释作用、碳酸盐溶解作用等因素作了讨论,并根据钙质超微化石随水深的变化推测南海碳酸盐补偿深度应在4 000m左右。     

上新世——早更新世青藏高原北缘隆升的磁性地层学证据

对新疆叶城剖面西域砾岩及下伏第三纪地层的磁性地层学研究表明 ,西域砾岩的沉积时代为晚上新世至早更新世 ,磁性地层年龄为 3.5至 <1.8Ma。阿图什组沉积于早上新世 ,古地磁年龄为 4 .6～ 3.5 Ma。阿图什组以砂岩和粉砂岩为主夹薄层砾岩 ,为河流相及冲积扇前缘相。西域砾岩以厚层砾岩为主夹风成粉砂岩 ,为典型洪积—冲积扇堆积。西域砾岩的沉积反映了青藏高原北缘晚上新世至早更新世强烈的隆起和剥蚀     

尼罗河三角洲全新世海平面变动及其对环境的影响——与长江三角洲的对比

利用泥炭(33个)和潟湖(65个)14C测年数据重建了尼罗河三角洲全新世海平面的变动过程,结果显示潟湖样品比泥炭更为有效地反映出海平面变动特征:距今7000a时海平面约位于现今-10m,距今5000a时约为-5m,距离2000a时已接近现代.海侵强度和范围受古地貌和区域沉降的影响呈现出东北部大、中部其次、西部最小.随着海平面上升速率减小,三角洲在约距今7000a时开始建造,并广泛发育潟湖、沙坝和平原河流沉积体系.此后,海平面趋于稳定,人类活动增强,导致海岸沉积环境大片萎缩、消亡.同样利用泥炭(45个)测年数据重建了长江三角洲全新世海平面变动,结果与尼罗河的差异较大,可能是两地沉降差异所致.近代长江三角洲人类活动也是导致环境退化的主要原因.     

Effect of the Twin Jetties as A Regulating Structure at the Tao-er Estuary

The phase one project of the twin jetties at the Tao-er Estuary yields no effect on the flow, and there is a large area of deposition. A numerical model is employed to simulate the flow field, and the scouring and silting in the channel be-tween the two jetties are analyzed. The results show that the effective tidal flux between the two jetties is reduced due to the notch located at the heel of the east jetty, and the effect of contraction-flush is not obvious. As for the regulation of this kind of estuary under the tide action, the capability of tidal flux should be fully used.     

海冰板的环形屈曲的压缩破坏

在轴对称条件下，给出海冰板的环向屈曲面临载荷，从细观力学的观点分析了微裂纹开裂的条件，扩展方向并给出绕海洋平台柱腿冰的损伤区的尺度。所给出的临界半径是一个与冰材料力学特征，冰的微结构参数一海洋平台柱腿半径相关的特征参数。对现场所观察和测量的结构给出了解释和定量分析。