大型海工结构物建造场地滑道强度安全储备分析

为了适应当前的海洋开发需求,海洋工程结构物的大型化已成为必然发展趋势,这使得原有海工建造施工场地的滑道处于临界承载状态,给安全生产带来了巨大隐患。本文针对典型滑道结构,采用有限元参数化建模技术(ANSYS Parametric Design Language,ANSYSAPDL)模拟上部载荷滑块在滑道板上的灵活布置,对滑道强度储备进行分析。研究表明:设计载荷下,滑道板的强度储备较滑道桩体及滑道桩侧土小,滑道强度的控制因素为滑道板强度;改变上部载荷滑块的位置,探索不同位置处滑道极限承载力,提高施工建造过程中滑道利用率。     

测量平台

目前,在世界上已积累了大量关于建造各种稳定、浮动或者固定平台的经验。其体制沿三个主要方向进行。其一,各种天气条件下可以长期作业的大吨位平台。其二,小风和波级达四级时可以进行测量的小吨位平台。第三,安装在海底的固定测量平台。大吨位平台专供科学调查用,具有测量稳定、数据可靠,使用期限长等优点,但其使用范围有局限性,如拖曳困难,锚定复杂等。小吨位平台则可以克服上述缺点,并且可以装备     

导管架上驳

上驳是导管架制造中具有潜在风险的关键性步骤。本文以工程观点阐明上驳的准备、实施和应急措施。论述了滑道系统、运动系统和压载系统的组成和功能要求,除提出上驳过程的静力分析外,文章还根据计算模型,讨论了滑道、导管架和下水驳的强度计算方法。     

不同型式斜坡堤弧形胸墙波浪压力的试验研究

本研究设计前仰式、深弧式和后仰式3种弧形胸墙以及直立式胸墙进行物理模型试验,通过安装在胸墙迎浪面上的压力传感器测量所受波浪压力,讨论不同型式斜坡堤弧形胸墙迎浪面所受波浪压力的分布规律及其影响因素。试验结果表明:弧形胸墙迎浪面所受波浪压力随着测点高程的增大呈现振荡减小的变化趋势,最大值出现在弧顶处。随着入射波周期的增大呈现先增大后减小再增大的变化趋势。相同波浪要素条件下,斜坡堤弧形胸墙波浪压力大于直立式胸墙波浪压力;而在斜坡堤弧形胸墙中,后仰式胸墙波浪压力较前仰式和深弧式的大。     

海南岛新海湾海滩地貌状态与海岸泥沙纵向运动特征

根据１９９０年现场调查及前期观察资料，论述了海南岛新海弧形海湾不同岸段由主要动力驱动过程和海滩地貌结构组成的４种海滩地貌状态，为Ⅰ．隐蔽段消散类型，Ⅱ．脊－沟体系与低潮台地类型，Ⅲ．韵律海滩与砂坝类型，Ⅳ．开敞段消散类型。应用泥沙粒级参数概率模型分析近岸泥沙纵向运动趋势，结果表明，常波况下，沿岸泥沙存在双向运动，湾顶海滩为汇集地带，泥沙纵向运动主趋势为西南向；高能条件下，海岸北段可出现北向泥沙运动     

不同掩护程度弧形胸墙波压力及越浪量试验研究

为了明确斜坡堤弧形胸墙越浪量及波压力的变化规律,采用波浪水槽试验测量了弧形胸墙的越浪量和波压力。试验从斜坡堤弧形胸墙前的掩护程度等因素入手对弧形胸墙的返浪效果及波压力进行初步研究,得出不同掩护程度弧形胸墙的越浪量及波压力,发现掩护程度越好,弧形胸墙所受波压力越小;半掩护情况下越浪量最小,为实际工程设计提供了依据。     

螺线海岸判定准则及其在华南弧形海岸形态中的应用

弧形海岸形态规律的研究是岬湾沙质海岸稳定与演变研究的重要内容。在简要回顾螺线海岸理论及其应用研究状况的基础上．根据Silvester 1970、1974年及Hsu等1989年提出的螺线海岸平衡判定准则，计算了华南34个典型弧形海岸的平面形态要素，并对判定准则在华南弧形海岸中的适应性进行了评价。结果表明，由于华南弧形海岸遮蔽岸段发育有潮汐通道，湾内存在少量沿岸输沙等因素，致使判定准则并不能用于预测华南弧形海岸的稳定与侵蚀状况。     

理事介绍(二)

王润痒山东省航运工程设计院总工程师，1961年毕业于河海大学水港工程系，34年来，一直从事山东省地方港口的规划、设计及技术管理工作，先后参与和主持港口码头、修造船厂等水工工程100余项。其中威海船厂转盘式滑道、海庙大直径沉管、烟台地方港实心方块、黄岛电厂输煤码头、胜利油田浅海基地、青岛一黄岛轮渡码头，均以技术先进，节省投资。经济效益显著而深受用户欢迎，并获各种奖励和赞扬、近年主持山东省航运工程设计院的技术工作，在龙口、岚山、威海等港的深水泊位设计中发挥主要作用，威海船厂5000吨圆弧形滑道是僵前我国最大的同…     

弧形海岸裂流的数值模拟研究

弧形海岸波浪产生的裂流严重危害人类活动，但是目前对其特征缺乏充分认识。本文对Haller物理模型实验和三亚大东海的数值模拟表明FUNWAVE模式具有较好的裂流模拟能力。基于该模式进行了多种弧形海岸条件的裂流数值模拟，给出裂流的一些特征：（1）海岸弯曲度增大，裂流增强；（2）海岸坡度对裂流有比较大的影响，太陡或太平缓的海岸不利于形成裂流；（3）海岸尺寸减小，裂流减弱；（4）波高和波周期增大，裂流增强，但是对于某些海岸而言，0.4m波高可能就存在危害比较大的裂流。     

基于粒子群算法的浮筒配置优化问题的研究

针对传统的验证法在解决浮筒配置问题中存在的计算量大、计算时间长、工作重复性强等缺点,提出了一种将浮筒纵向位置配置和浮筒充气量综合考虑、一体优化的方法。文章将各种合理性校验准则作为约束条件,通过逼近沉艇起浮瞬间和浮起后的平衡状态,来求取各对浮筒的纵向位置和充气量,将浮筒配置问题转换为一个多目标、多约束的最优化问题。在此基础上,根据粒子群优化算法的特点,提出了一种双向搜索策略,来求解浮筒配置优化问题。这种方法简单实用,计算时间短,无需人工干预,算法运行一次可获得多组配置方案供决策人员选择。算例表明用这种方法来解决浮筒配置问题是可行的、有效的。     

用定积分法进行圆弧滑动稳定性计算及其编程

根据导出的海工建筑物圆弧滑动的物理数学模型,采用定积分方法对圆弧滑动的稳定性计算进行了编程实验,结果表明本方法与传统的分条法相比,具有精度高的特点,且易于在微机中实现。     

Two-Dimensional Large Deformation Finite Element Analysis for the Pulling-up of Plate Anchor

Based on mesh regeneration and stress interpolation from an old mesh to a new one, a large deformation finite element model is developed for the study of the behaviour of circular plate anchors subjected to uplift loading. For the deterruination of the distributions of stress components across a clay foundation, the Recovery by Equilibrium in Patches is extended to plastic analyses. ABAQUS, a commercial finite element package, is customized and linked into our program so as to keep automatic and efficient running of large deformation calculation. The quality of stress interpolation is testified by evaluations of Tresca stress and nodal reaction forces. The complete pulling-up processes of plate anchors buried in homogeneous clay arc simulated, and typical pulling force-displacement responses of a deep anchor and a shallow anchor are compared. Different from the results of previous studies, large deformation analysis is of the capability of estimating the breakaway between the anchor bottom and soils. For deep anchors, the variation of mobilized uplift resistance with anchor settlement is composed of three stages, and the initial buried depths of anchors affect the separation embedment slightly. The uplift bearing capacity of deep anchors is usually higher than that of shallow anchors.     

Contrasting sedimentary processes along a convergent margin: the Lesser Antilles arc system

Sedimentation processes occurring in an active convergent setting are well illustrated in the Lesser Antilles island arc. The margin is related to westward subduction of the North and/or the South America plates beneath the Caribbean plate. From east to west, the arc can be subdivided into several tectono-sedimentary depositional domains: the accretionary prism, the fore-arc basin, the arc platform and inter-arc basin, and the Grenada back-arc basin. The Grenada back-arc basin, the fore-arc basin (Tobago Trough) and the accretionary prism on the east side of the volcanic arc constitute traps for particles derived from the arc platform and the South American continent. The arc is volcanically active, and provides large volumes of volcaniclastic sediments which accumulate mainly in the Grenada basin by volcaniclastic gravity flows (volcanic debris avalanches, debris flows, turbiditic flows) and minor amounts by fallout. By contrast, the eastern side of the margin is fed by ash fallout and minor volcaniclastic turbidites. In this area, the dominant component of the sediments is pelagic in origin, or derived from South America (siliciclastic turbidites). Insular shelves are the locations of carbonate sedimentation, such as large platforms which develop in the Limestone Caribbees in the northern part of the margin. Reworking of carbonate material by turbidity currents also delivers lesser amounts to eastern basins of the margin. This contrasting sedimentation on both sides of the arc platform along the margin is controlled by several interacting factors including basin morphology, volcanic productivity, wind and deep-sea current patterns, and sea-level changes. Basin morphology appears to be the most dominant factor. The western slopes of the arc platform are steeper than the eastern ones, thus favouring gravity flow processes.     

基于局部冲刷研究的大型圆柱周围波浪特性分析

波浪环境下,大型圆柱的存在改变了周围原有波浪条件,直接导致局部冲刷。利用MacCamy和Fuchs的绕射理论对相对柱径较大(0.15相似文献   

两层流体中振荡水平圆柱潜体水动力特性

研究了有限深两层流体中水平圆柱潜体的振荡辐射问题。在线性势流理论框架内,建立求解辐射势的多极展开理论,提出附加质量和阻尼系数的计算方法,进行了数值计算分析,并且与均匀流中的情况进行比较。结果表明,在圆柱潜体的某个振荡频率范围内,流体的分层效应对其附加质量和阻尼系数是有重要影响的。同时,对水平圆柱潜体振荡产生的自由面和内界面波动特性进行了数值分析。     

大尺度海工圆柱的非线性波浪载荷

引入Stokes二阶水波理论,建立了对海洋工程中大尺度综合型圆柱式结构波浪载荷的二阶修正统一积分算式。通过对波势特征解法的推广及引入干扰波叠加法、最小二乘法,使原仅适合于轴对称单柱的二阶散射波浪载荷快速积分算法可完全适用于类型广泛的任意型实用圆柱的计算。几则实例(圆台,单、双柱)的计算检验了该方法的有效性。     

截断误差导致的非双曲不动点邻域拓扑变异

提供一个关于截断误差使简单系统复杂化的直接实验证据,以此证明存在混沌抗退化机理.分别构造了一个一维圆弧迭代系统和一个一维抛物线迭代系统,两者均有一个非双曲不动点,其迭代序列被证明是简单极限序列,数字计算实验显示这两个迭代系统都存在可以越过不动点的序列.采用计算"元胞"分析方法清晰地展示了截断误差导致非双曲不动点邻域拓扑变异:形成第I类阵发混沌通道,或产生纹波分岔.     

波浪作用下海床孔压累积过程离散元数值模拟

海床土层在波浪的循环荷载作用下会逐渐累积孔压,降低土层的稳定性,并威胁海上工程。为了研究孔隙水压力的累积机制,本文提出离散元孔隙密度流方法,并改进研发离散元分析软件MatDEM,实现了海床沉积物孔压的累积过程模拟。基于现场试验装置及土体力学参数建立离散元模型,通过对比试验和数值模拟结果发现:对海床沉积物施加波浪荷载后,表层土体中产生较高孔压,并逐渐向深层传递;在循环波浪荷载作用下,土颗粒间孔压累积范围逐渐增加;当孔压累积时间足够长时,土层中孔压收敛于所施加最大荷载与最小荷载的平均值,此时若孔压达到初始有效应力,土体将发生液化,内部土颗粒成为再悬浮沉积物;在周期性波浪荷载作用下,土颗粒液化悬浮后发生移动,浅层颗粒位移量大,土体整体表现为圆弧形移动。     

Transition between the Okinawa trough backarc extension and the Taiwan collision: New insights on the southernmost Ryukyu subduction zone

Located between the Okinawa trough (OT) backarc basin and the collisional zone in Taiwan, the southernmost Ryukyu subduction zone is investigated. This area, including the southwestern portions of the OT and Ryukyu island arc (RA) and located west of 123.5° E, is named the Taiwan-Ryukyu fault zone (TRFZ). West of 123.5° E, the OT displays NNW-SSE structural trends which are different in direction from the ENE-WSW trending pattern of the rest of the OT. Using joint analysis of bathymetric, magnetic, gravity and earthquake data, three major discontinuities, that we interpret as right-lateral strike-slip faults (Faults A, B and C), have been identified. These faults could represent major decouplings in the southern portion of the Ryukyu subduction zone: each decoupling results in a decrease of the horizontal stress on the portion of the RA located on the eastern side of the corresponding fault, which allows the extension of the eastern side of OT to proceed more freely.We demonstrate that the 30° clockwise bending of the southwestern RA and the consecutive faulting in the TRFZ are mainly due to the collision of the Luzon arc with the former RA. After the formation of Fault C, the counterclockwise rotated portion of the ancient RA located west of the Luzon arc was more parallel to the Luzon arc. This configuration should have increased the contact surface and friction between the Luzon arc and the ancient RA, which could have reduced the northward subduction of the Luzon are. Thus, the westward component of the compressive stress from the collision of the Luzon arc should become predominant in the collisional system resulting in the uplift of Taiwan. Presently, because the most active collision of the Luzon arc has migrated to the central Taiwan (at about 23° N; 121.2° E), the southwestern OT has resumed its extension. In addition, the later resistent subduction of the Gagua ridge could have reactivated the pre-existing faults A and B at 1 M.y. ago and present, respectively. From 9 to 4 M.y., a large portion of the Gagua ridge probably collided with the southwestern RA. Because of its large buoyancy, this portion of the ridge resisted to subduct beneath the Okinawa platelet. As a result, we suggest that a large exotic terrane, named the Gagua terrane, was emplaced on the inner side of the present Ryukyu trench. Since that period, the southwestern portion of the Ryukyu trench was segmented into two parallel branches separated by the Gagua ridge: the eastern segment propagated westward along the trench axis while the western segment of the trench retreated along the trench axis.