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1.
由于作用荷载复杂,沉入式大圆筒码头结构设计计算需要考虑不利情况下的各种荷载组合,难以应用现有的有限元加载系数法进行稳定性分析。有限元强度折减法目前已广泛应用于土体边坡稳定性分析。沉入式大圆筒结构的抗滑、抗倾稳定性是靠地基土的嵌固作用来维持的,可通过弱化土体强度来实现对结构极限破坏状态的模拟。在此假设基础上,建立沉入式大圆筒码头稳定性分析的有限元强度折减法。结合某工程实例,利用有限元强度折减法分析沉入式大圆筒码头结构的稳定性。强度折减法只需对土体的强度进行弱化,操作方便,克服了加载系数法的缺点,适用于码头等作用荷载复杂的结构物稳定性分析。  相似文献   

2.
Spar平台吸力式基础极限承载特性数值分析   总被引:2,自引:0,他引:2  
以国外某深海Spar平台工程为背景,针对其所采用的细长型吸力式基础的抗拔承载特性进行三维有限元数值分析.分析中充分考虑土体强度、加载位置和加载角度对吸力式基础极限抗拔承载力的影响,本构模型中钢筒基础采用弹塑性模型.分析结果表明,吸力式基础的极限抗拨承载力随着土体强度的增大而增大,倾斜加载时在基础插入土体部分中点左右加载可取得最大的极限承载力,极限抗拔承载力还随着加载角度的增大而增大.吸力式基础存在倾斜加载时桶基础与桶内外土体的共同塑性屈服破坏和垂直加载时桶外土体的局部剪切破坏等两种不同的破坏模式.  相似文献   

3.
海洋井架结构非线性分析   总被引:2,自引:0,他引:2  
根据海洋钻井井架实际结构特点,建立弹性基础上的三维有限元模型.按9种工况对某井架的有限元模型进行加载,并且在传统线弹性理论基础上加以改进,考虑非线性P-△效应的影响.应用有限元分析软件StruCAD进行分析计算,给出可靠的计算结果;并且系统分析结构的受力特点和影响因素,得出对于井架这类高耸结构应该考虑P-△效应的影响.  相似文献   

4.
复合加载条件下吸力式沉箱基础承载特性数值分析   总被引:2,自引:0,他引:2  
王志云  王栋  栾茂田  范庆来  武科 《海洋工程》2007,25(2):52-56,71
吸力式沉箱基础的承载特性是海洋工程结构设施建造与设计中的一个关键问题。这种新型的深水海洋基础型式,通常承受竖向上拔荷载与水平荷载的共同作用,其工作性能与设计理论远远不能满足工程实践的需要。本文采用有限元分析方法对吸力式沉箱基础的极限承载特性进行数值计算。以大型通用有限元分析软件ABAQUS为平台,通过二次开发,数值实现了Swipe试验加载方法和固定位移比分析方法,针对不同的沉箱长径比、土的强度折减系数,探讨了沉箱基础在垂直上拔荷载和水平荷载单调联合作用下的极限承载力,通过对不同荷载组合的数值计算构造了复合加载条件下沉箱基础破坏包络面。  相似文献   

5.
近海固定平台碰撞的准静态分析   总被引:5,自引:1,他引:5  
本文采用增量有限元方法结合极限分析的概念,研究近海固定平台碰撞的静力强度。文中综合考虑了平台结构在碰撞加载过程中的大变形和塑性变形特性,建立了以广义应力表达的圆管截面的屈服条件,采用塑性节点法(PNM)推导得到了单元的弹塑性矩阵。文中也考虑了梁柱单元的屈曲情况。本文所采用的载荷增量法结合牛顿—拉夫逊迭代,可跟踪加载过程中平台结构上塑性铰的出现,并最终获得平台结构的极限承载能力。  相似文献   

6.
本文利用模拟波浪加载的模型试验,研究了重力式平台地基中孔隙水压力的变化规律,用考虑振动与固结耦合的分析方法对试验模型进行了有限元分析。计算结果与实测数值具有良好的一致性,可将分析方法推广到原型平台地基的分析计算中。  相似文献   

7.
港口、海洋工程结构物基础一般处于复合加载状态,其极限承载力通常采用近来引入的极限荷载图进行评价.对位于地基表面的重力式海洋基础,需要考虑基础与地基间的接触特性对极限承载力的影响.以大型通用有限元软件ABAQUS为计算平台,建立了复合加载模式的地基极限承载力数值分析方法;针对饱和黏土地基上的表面基础,利用在ABAQUS平台上开发的接触计算模块,模拟基础与地基间竖向可分离、切向完全粘结的接触作用;进而基于建立的分析方法,进行系统的有限元计算,分析地基的破坏模式随荷载条件的变化,给出地基的极限荷载包络图,并与经典承载力计算公式结果进行对比.研究结果表明,经典承载力计算公式低估了三维荷载条件下的地基极限承载力,有限元计算模型及数值分析方法,可以较好地分析研究地基的失稳机理及承载力特性,并可考虑基础与地基不同的接触条件对破坏模式及组合极限承载力的影响.  相似文献   

8.
作为一种新型的深水海上基础型式,桶形基础在海上风机设施设计与建设中逐步得到了发展和应用。以三桶基础为例,采用大型有限元软件ABAQUS对海上风机多桶基础的承载特性进行了三维有限元数值分析。根据海上风机的荷载受力特点,分别探讨了三桶基础在竖向荷载、水平荷载和力矩作用下的极限承载力,得出荷载作用方向及桶间距对极限承载力的影响程度,研究成果为复合加载模式下海上风机多桶基础的承载特性分析奠定了基础。  相似文献   

9.
海洋工程中结构物除了受到自身重力作用外,往往还受到海风、海浪、海流等的作用,使得海床土体中的基础一般受到集中力、弯矩和扭矩的联合作用,这一受力状态称为结构物基础的复合加载模式。本文以复合加载模式下海床土体变形规律与失稳机理为研究对象,基于通用有限元分析软件Abaqus,采用数值计算方法,对海床土体的极限承载能力进行了详细的研究。结果表明,荷载分量大小与组合形式对海床失稳机理与极限承载能力具有较大影响,H-M荷载空间内破坏包络面具有非对称性。本文给出的土体失稳模式,能够较为合理地评估复合加载模式下海床土体的变形规律;给出的土体极限力矩荷载判别准则,能够较为合理地计算海床土体的极限力矩荷载。  相似文献   

10.
复合加载下桶形基础循环承载性能数值分析   总被引:1,自引:0,他引:1  
作为一种新型基础形式,吸力式桶形基础除了承受海洋平台结构及自身重量等竖向荷载的长期作用之外,往往还遭受波浪等所产生的水平荷载及其力矩等其它荷载分量的瞬时或循环作用。对复合加载模式下软土地基中桶形基础及其结构的循环承载性能尚缺乏合理的分析与计算方法。应用Andersen等对重力式平台基础及地基所建议的分析方法,基于软黏土的循环强度概念,在大型通用有限元分析软件ABAQUS平台上,通过二次开发,将软土的循环强度与Mises屈服准则结合,针对吸力式桶形基础,基于拟静力分析建立了复合加载模式下循环承载性能的计算模型,并与复合加载作用下极限承载性能进行了对比。由此表明,与极限承载力相比,桶形基础的循环承载力显著降低。  相似文献   

11.
The hydrodynamic problem of 3D planing surface is studied by a finite element approach. The planing surface is represented by a number of pressure patches whose strengths are constant at each element. The unknown pressure strength is obtained by using the free surface elevation condition under the planing surface and Kutta condition at the transom stern. Previous studies indicate that, when the constant pressure distribution method is used, the number of buttocks should be less than five or six, otherwise the calculated pressure distribution will start to oscillate and even become divergent. In the present study, after careful examination of the influence coefficients, it is found that the accuracy of the influence coefficients matrix is very important to the convergence of the solution, especially when the number of elements is relatively high. The oscillation of the pressure distribution can be avoided by constant element method if the influence coefficients are sufficiently accurate. The predicted results of the present paper with more number of buttocks are in good agreement with other researchers'. It is concluded that the irregularity of the pressure distribution found in previous studies is most likely caused by the low accuracy in their calculation of the influence coefficients, not by the method itself.  相似文献   

12.
England is about to embark on the introduction of an integrated approach to the management of its marine environment, known as marine planning. The management of human activity in the marine environment is a central function of marine planning; therefore, stakeholder involvement will be crucial for the successful development and subsequent implementation of marine plans. The range of stakeholder activities, their connection to the marine environment and interest in its management are likely to vary considerably on a local, regional and national scale. It is realistic to assume that it will not be possible to involve every stakeholder all the time; therefore in order to develop efficient and effective stakeholder involvement during the marine planning process it is sensible to determine who to involve, when to involve them, and how to involve them from the outset. This paper discusses the role of stakeholders in the marine planning process through consideration of the results of a stakeholder analysis, which was informed by primary data collated from stakeholders within the Solent. The paper concludes with a proposed mechanism, comprising different organisational units, for managing stakeholder involvement in the marine planning process.  相似文献   

13.
海洋生态系统动力学模型作为定量地认识和分析海洋生态系统现象的有力工具,近年来得到了长足发展。本文首先回顾了海洋生态动力学模型的发展历史,着重介绍了21世纪以来生态系统动力学模型的三大发展趋势:一是进一步探索海洋生态系统复杂性,二是全球气候变化与海洋生态系统的相互作用;三是不再局限于理论研究,而进入于灾害预报与评估、公共决策等应用领域。其次介绍了海洋生态动力学模型的分类及典型海洋生态动力学数值模型COHERENS的特点、功能和最新的应用情况。最后总结归纳了目前海洋生态动力学模型研究领域的几大问题与挑战,展望了该研究领域未来的发展趋势和方向。  相似文献   

14.
海洋天然气水合物生成机制的实验研究   总被引:4,自引:1,他引:4  
天然气水合物在海洋环境中与在纯水溶液中的生成条件有很大的不同。海洋天然气水合物的生成除了受温度和压力的影响外,还要受到孔隙水的化学组成、流体中气体的浓度及沉积物类型的影响。本文综述了国外海洋天然气水合物的实验研究成果及其进展,重点介绍了海洋天然气水合物生成与分解的热力学条件及各种影响因素,并探讨了今后该领域的研究方向和问题。  相似文献   

15.
This paper deals with the development of a Matlab-Simulink model of a marine current turbine system through the modeling of the resource and the rotor. The simulation model has two purposes: performances and dynamic loads evaluation in different operating conditions and control system development for turbine operation based on pitch and speed control. In this case, it is necessary to find a compromise between the simulation model accuracy and the control-loop computational speed. The blade element momentum (BEM) approach is then used for the turbine modeling. As the developed simulation model is intended to be used as a sizing and site evaluation tool for current turbine installations, it has been applied to evaluate the extractable power from the Raz de Sein (Brittany, France). Indeed, tidal current data from the Raz de Sein are used to run the simulation model over various flow regimes and yield the power capture with time.  相似文献   

16.
This study proposes a hybrid operational model to manage marine activities. This approach combines cost-benefit analysis (CBA), the analytic hierarchy process (AHP), and the Dempster–Shafer theory (DST), and retains the advantages of CBA as well as facilitating the incorporation of incomplete information into the evaluation process. A particular advantage of this hybrid approach is that it can synthesize evaluation results into an easily understood unit: namely, utility. Conflicts between marine resource users (user–user conflicts) and between users and marine environment (user-environment conflicts) can easily be evaluated using this hybrid operational model. A sea use management system is proposed, which incorporates a permitting process and elements of marine spatial planning (MSP). In the proposed system, marine activities are grouped into three clusters based on their potential environmental impacts and exclusive use, then assigned to competent authorities, a panel of experts or government agencies for review and permit approval. This study suggests that the central and local governments share responsibility for approving permits for marine activities. More importantly, it suggests that the integration of marine activities needs to be handled by the central government. A numerical example is used to illustrate the application of the hybrid operational model.  相似文献   

17.
The dismal record of fisheries management worldwide is often blamed on managers' and scientists' bigoted pursuit of the flawed Maximum Sustainable Yield (MSY) objective. This paper aims at clarifying that MSY has never been a key element in the EU Common Fisheries Policy (CFP), and has not been for several decades the basis of scientific advice provided in support of that policy. The recent emergence of MSY in debates about the CFP might be a rhetoric response to international pressure rather than a willing change in policy. The major danger of assigning the notorious failure of the CFP to a wrong culprit, MSY, is to distract research efforts away from investigating the real causes that likely lay in the institutional set-up. Many objections against the reference points associated with MSY, as targets or limits, are well-founded but controversies among experts, when left unbridled, just provide the opportune climate for politicians to delay actions in the direction of reduced fishing impacts on fish stocks and marine ecosystems.  相似文献   

18.
深海观测潜标是一种深海观测仪器设备,用于深海底部的环境观测和研究。深海潜标设计的难点之一是潜标壳体的结构设计、耐压计算及材料选择。在初步设计的基础上,利用abaqus软件,采用有限元方法,计算出额定外压下壳体的形变,并进行了额定外压下的失稳计算,计算了壳体在高压环境下的体积和浮力变化。通过计算结果的分析比较,选择了合适的材料,设计出满足强度要求的壳体。  相似文献   

19.
The shortcomings of gravity corers in sampling marine sediments have been observed extensively in various field tests. In order to optimize the coring, this article provides an alternative numerical way to model the gravity coring and analyze the sampling effect. Based on this analysis, a new hydraulic hammer corer is devised. A coupled Eulerian-Lagrangian method with capability of simulating the problem involving extreme deformation, penetration is used to simulate the coring process. The results show that the hydrostatic pressure and deviator stress increase and reach their peak when the pile tip is slightly above or at the level of the observation point and then drop rapidly when the pile tip slides below the observation point. In addition, the stress path indicates that the soil element sustains plastic compression before yielding and then expands until recovering to the original state. The obvious “under-sampling” phenomenon is also well-captured by the finite element model.  相似文献   

20.
王昭  张辉 《海洋测绘》2017,(1):51-54
海图自动综合研究由传统地图综合研究和海部要素综合算法两部分组成,是海图生产自动化的瓶颈之一。简要分析了海图海部要素综合算法的特点,思考和展望了海图综合的未来发展方向:深入研究海部要素的特征,重视基于三维模型等全局性综合算法,加强海图自动综合的系统化和工程化,以及海洋信息多尺度表达的研究。  相似文献   

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