共查询到20条相似文献，搜索用时 109 毫秒
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有限元方法在台湾以东海域黑潮流速计算中的应用 总被引：1，自引：1，他引：1
1956-1960年间由Turner[13],Clough[16]等引入有限元概念、方法以来,首先在结构分析领域内取得极大进展.与此同时,它也应用于固体力学的许多领域[2,4,7].在七十年代,有限元方法较广泛地应用于流体力学的许多领域[3,11,12].最近几年来,有限元方法也应用于物理海洋学中的一些问题中,例如湖泊与海洋环流问题[14,15,19],潮汐与风暴潮问题[17]等.本文从流体力学原理出发,应用有限元理论建立了黑潮的三维流场有限元方程组.采用了海流理论中常见的物理模式[1,5,18],考虑了压力梯度、柯氏力、重力、水平与垂直方向上的湍流摩擦效应,而不考虑惯性力的影响.本文对所应用的有限元几何形状——三角棱柱进行了插值误差分析,证明了三角形棱面不能出现较大的钝角,也证明了完备性的问题.并将动力计算和有限元二种方法计算的流速进行了比较. 相似文献
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本文通过对三种国产海流测量仪器试验数据的分析,讨论了海流测量技术中的几个问题,它们是船的升沉和横摇的复合运动对海流计流速测量值的影响;流向测量准确度的几个影响因素;海流测量仪器的比测问题等。最后,就与发展我国海流测量技术有关的几个问题提出了几点建议。 相似文献
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关于台风风场研究进展的若干问题探讨 总被引：1，自引：0，他引：1
台风是对我国造成严重危害的中尺度天气系统,随着沿海地区经济的发展以及越来越多的海洋开发工程的进行,对台风的研究也日益受到重视,本文从台风的观测,理论和数值研究几个方面综合分析了台风研究中的若干问题,并对现阶段存在问题进行了讨论。 相似文献
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具有裂纹损伤桩腿的海洋石油平台有限元分析 总被引：3，自引：0，他引：3
采用有限元分析方法和断裂力学方法,将含裂纹构件的裂纹以线弹簧处理,建立了带有裂纹损伤桩腿的等效梁和管单元的单元刚度矩阵的计算方法。对检验方法的正确性,使用该方法对几种损伤构件进行了强度计算,并与有限元细化网格计算结果和实验结果进行比较,最后将等效单元计算程序接入大型有限元程序ＳｕｐｅｒＳＡＰ,对受损后的平台整体结构进行了应力计算和强度分析。 相似文献
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关于深海矿产资源研究中几个问题的浅见 总被引：1，自引：0，他引：1
对深海矿产资源研究中的几个问题进行了简要的论述和分析,包括深海采矿对环境的影响及破坏作用;深海采矿的技术经济评价的相关问题的研究及作出正确评价的依据,深海矿产资源的分布特点,开发顺序及与经济价值的关系。 相似文献
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台风是对我国造成严重危害的中尺度天气系统,随着沿海地区经济的发展以及越来越多的海洋开发工程的进行,对台风的研究也日益受到重视。本文从台风的观测、理论和数值研究几个方面综合分析了台风研究中的若干问题,并对现阶段存在的问题进行了讨论。 相似文献
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针对准零刚度隔振器因结构复杂而难以在有限元模拟过程中实现较好收敛的问题,本文利用ABAQUS软件的多体分析功能,解决了准零刚度隔振器建模分析过程中的简化模拟与收敛性问题,形成了针对准零刚度隔振器性能研究的有限元模拟方法,将模拟结果与实验结果进行了比较,同时分析了参数模拟值与理论值之间的误差,验证了该方法的准确性.针对影... 相似文献
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PLAXIS2D模拟计算基坑开挖工程的适用性分析 总被引：1，自引：0，他引：1
岩土工程有限元分析软件PLAXIS2D已经被广泛应用于基坑开挖的数值模拟计算中,但关于其模拟计算基坑开挖工程的适用性问题,目前还未见有相关文献进行深入分析.鉴于此,利用PLAXIS2D对3个实际深基坑开挖工程进行了数值模拟计算,通过计算结果与实测结果的对比,分析了PLAXIS2D在基坑开挖工程中的适用性;在此基础上,对应用PLAXIS2D进行基坑开挖数值模拟计算的适用条件进行了探讨,研究结论对正确应用PLAXIS2D进行基坑开挖工程的模拟计算具有较好的参考价值. 相似文献
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刘德辅 《中国海洋大学学报(自然科学版)》1995,(Z1)
研究可靠度分析中的几个重要问题：１．直接求解非高斯过程、具有不同相关性的多变量情况下的结构失效概率问题；２．荷载的不确定性分析及其订正；３．荷载的相关性对结构失效概率的影响及灵敏度分析．作为实例对直立堤和导管架平台进行计算． 相似文献
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In the present study, we simulated the reel-lay installation process of deepwater steel catenary risers（SCRs） using the finite element method and proposed multiaxial fatigue analysis for reeled SCRs. The reel-lay method is one of the most efficient and economical pipeline installation methods. However, material properties of reeled risers may change, especially in the weld zone, which can affect the fatigue performance. Applying finite element analysis（FEA）, we simulated an installation load history through the reel, aligner, and straightener and analyzed the property variations. The impact of weld defects during the installation process, lack of penetration and lack of fusion, was also discussed. Based on the FEA results, we used the Brown-Miller criterion combined with the critical plane approach to predict the fatigue life of reeled and non-reeled models. The results indicated that a weld defect has a significant influence on the material properties of a riser, and the reel-lay method can significantly reduce the fatigue life of SCRs. The analysis conclusion can help designers understand the mechanical performance of welds during reel-lay installation. 相似文献
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In the present study, we simulated the reel-lay installation process of deepwater steel catenary risers (SCRs) using the finite element method and proposed multiaxial fatigue analysis for reeled SCRs. The reel-lay method is one of the most efficient and economical pipeline installation methods. However, material properties of reeled risers may change, especially in the weld zone, which can affect the fatigue performance. Applying finite element analysis (FEA), we simulated an installation load history through the reel, aligner, and straightener and analyzed the property variations. The impact of weld defects during the installation process, lack of penetration and lack of fusion, was also discussed. Based on the FEA results, we used the Brown-Miller criterion combined with the critical plane approach to predict the fatigue life of reeled and non-reeled models. The results indicated that a weld defect has a significant influence on the material properties of a riser, and the reel-lay method can significantly reduce the fatigue life of SCRs. The analysis conclusion can help designers understand the mechanical performance of welds during reel-lay installation. 相似文献
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单点系泊海洋导管架平台结构体系可靠性分析 总被引：3，自引：1，他引：3
采用非线性逐步倒塌分析方法，考虑桩-土-结构的非线性相互作用，研究了单点系泊海洋导管架平台在极端荷载作用下的承载能力计算模型，在此基础上结合蒙特卡洛随机抽样法，提出了单点系泊海洋导管架平台结构体系可靠度计算方法。最后对工程实例BZ28-1SPM单点系?白海洋导管架平台结构在20年设计基准期和50年重现期进行了体系可靠性分析：研究结果表明：用50年重现期的环境荷载参数来进行BZ28-1SPM单点系泊海洋导管架平台结构的设计是合理的；在环境荷载中起主导作用的是由波浪引起的系泊力；在海洋平台结构的设计及对已服役平台结构的评估中运用体系可靠度理论，可以为海洋平台结构的设计、维护和评估提供理论依据。 相似文献
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The goal of this paper is to provide a comparative analysis of two commonly used approaches to discretize offshore fish cages: the lumped-mass approach and the finite element technique. Two case studies are chosen to compare predictions of the LMA(lumped-mass approach) and FEA(finite element analysis) based numerical modeling techniques. In both case studies, we consider several loading conditions consisting of different uniform currents and monochromatic waves. We investigate motion of the cage, its deformation, and the resultant tension in the mooring lines. Both model predictions are sufficient close to the experimental data, but for the first experiment, the DUT-Flex Sim predictions are slightly more accurate than the ones provided by Aqua-FETM. According to the comparisons, both models can be successfully utilized to the design and analysis of the offshore fish cages provided that an appropriate safety factor is chosen. 相似文献
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Numerical Simulation of Installation Process and Uplift Resistance for An Integrated Suction Foundation in Deep Ocean 
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下载免费PDF全文 A concept design, named integrated suction foundation, is proposed for a tension leg platform (TLP) in deep ocean. The most important improvement in comparing with the traditional one is that a pressure-resistant storage module is designed. It utilizes the high hydrostatic pressure in deep ocean to drive water into the module to generate negative pressure for bucket suction. This work aims to further approve the feasibility of the concept design in the aspect of penetration installation and the uplift force in-place. Seepage is generated during suction penetration, and can have both positive and negative effects on penetration process. To study the effect of seepage on the penetration process of the integrated suction foundation, finite element analysis (FEA) is carried out in this work. In particular, an improved methodology to calculate the penetration resistance is proposed for the integrated suction foundation with respect to the reduction factor of penetration resistance. The maximum allowable negative pressure during suction penetration is calculated with the critical hydraulic gradient method through FEA. The simulation results of the penetration process show that the integrated suction foundation can be installed safely. Moreover, the uplift resistance of the integrated suction foundation is calculated and the feasibility of the integrated suction foundation working on-site is verified. In all, the analysis in this work further approves the feasibility of the integrated suction foundation for TLPs in deep ocean applications. 相似文献
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The present paper is concerned with determining the effect of thickness variation on collapse pressure of seamless pipes. There exists extensive information on the effects external pressure has on pipelines. A substantial amount of literature deals with results of analysis, numerical modelling and testing of pipes those are gradually subject to external pressure. This knowledge has been incorporated into standards which are intended for designing linepipe operating in deepwater locations. One such example is the DNV-OS-101 (DNV, 2007) Submarine Pipeline Systems standard. This code only addresses pipes with a nominally uniform wall thickness making it inadequate for designing seamless pipe which is prone to thickness variation arising from the manufacturing process. The DNV (2007) code effectively ignores the problem as it simply provides a vague statement regarding a conservative value of wall thickness that should be used in the design calculations.The present paper uses finite element analysis (FAE) modelling to predict the external pressure acting on the pipes. The present paper explains the manner in which FEA models will be used to study the effect wall thickness variation will have on the pressure at which the pipe will collapse. An improvement to the DNV (2007) code is then suggested by interpreting the results of the FEA models. The case study that follows provides insight on the savings the improved method is projected to offer. 相似文献
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The present paper is Part III of a series of three papers on the methods useful for ultimate limit state assessment of ships and ship-shaped offshore structures. It is focused on the methods for the progressive collapse analysis of hull girders under bending moments, in contrast to the previous two papers (Parts I and II), respectively, dealing with methods for the ultimate limit state assessment of unstiffened plates and stiffened panels. An AFRAMAX-class hypothetical double hull oil tanker structure designed by IACS common structural rules (CSR) method is studied as an illustrative example. The ultimate vertical bending moment capacity of the hull structure is then analyzed by ANSYS FEA, ALPS/HULL, and IACS CSR methods, and their resulting computations are compared. 相似文献