Elasto-Plastic Analysis of Tubular Joints of Offshore Platforms by Finite Element Method     

Chen Tieyun Zhu Zhenghong Professor  Dept. of Naval Architecture  Ocean Engineering  Shanghai Jiao Tong University  Shanghai Lecturer 《中国海洋工程》1991,(1)

The plastic node method is reformulated by the variational principle and is applied to elasto-plastic finite element analysis of tubular joints, eventually including the effect of internal and external gussets, stiffener rings, etc., if necessary. Four different joints are studied here in detail for the elasto-plastic behavior, the strain at the hot spot, the strain concentration factor around the intersection line, and the propagation of the plastic region with loading up to collapse in order to determine the ultimate strength, safety factor, and development of the plastic field. The present results are in good agreement with the experimental results.  相似文献   

Wave-Current Forces on Slender Circular Cylinders   总被引：3，自引：0，他引：3  

Li Yucheng  Wang Fenglong  Kang Haigui Professor  Dalian University of Technology  Dalian Senior Engineer  Dalian University of Technology  Dalian Lecturer  Dalian University of Technology  Dalian 《中国海洋工程》1991,(3)

- A series model tests of wave forces by both regular and irregular waves combined with currents on single piles and bipiles in tandem and parallel arrays have been carried out. Based on Morison Equation, linear wave theory and linear wave spectrum theory as well, the characteristics of inline, lift and resultant forces on cylinders have been analyzed respectively. The drag, inertia and lift coefficients CD, CM and CL f皉 single piles related to KC number and the grouping effect coefficients of inline, lift and resultant forces on bipiles in tandem and parallel arrays related to KC number are given in this paper.  相似文献   

Numerical Simulation of Multi-Directional Random Seas     

Yu Yuxiu  Liu Shuxue  Li Li Professor  Dept. of Civil Engineering  Dalian University of Technology  Dalian Research Assistant  Dept. of Civil Engineering  Dalian University of Technology  Dalian 《中国海洋工程》1991,(3)

Multi-directional irregular waves are simulated on the basis of the given directional spectrum using a double summation model, a single direction per frequency model and a single summation model. Their results are compared. It is shown that the single direction per frequency model proposed in this paper can generate a realistic wave field. The effects of the model parameters on the simulated results are also studied in this paper and corresponding suggestions are given.  相似文献   

Overtopping Discharge of Wind-Waves on Simple Slope Dikes     

Yu Kuang-ming  Zhang Jiachang  Zhou Jiabao Professor  Senior Engineer  The River  Harbour Department  Nanjing Hydraulic Research Institute  Nanjing Senior Engineer  The River  Harbour Department  Nanjing Hydraulic Research Institute  Nanjing 《中国海洋工程》1991,(4)

An empirical formula for estimating the overtopping discharge of wind-waves on a smooth-impermeable-simple slope dyke is derived through model tests in this paper, it can be adopted by related design departments in the determination of the crest elevation of the dyke.  相似文献   

A Note on Soil Structure Resistance of Natural Marine Deposits   总被引：1，自引：1，他引：1  

洪振舜刘松玉  刘志方 《中国海洋工程》2004,18(2):321-326

It has been well documented that natural normally-consolidated marine soils are generally subjected to the effects of soil structure. The interpretation of the resistance of soil structure is an important issue in the theory study and engineering practice of ocean engineering and geotechnical engineering. It is traditionally considered that the resistance of soil structure gradually disappears with increasing stress level when the applied stress is beyond the consolidation yield stress. In this study, however, it is found that this traditional interpretation of the resistance of soil structure can not explain the strength behavior of natural marine deposits with a normally-consolidated stress history A new interpretation of the resistance of soil structure is proposed based on the strength behavior. In the preyield state, the undrained strength of natural marine deposits is composed of two components: one developed by the applied stress and the other developed by the resistance of soil structure. When the applied stress is beyond the consolidation yield stress, the strength behavior is independent of the resistance of soil structure.  相似文献   

Fuzzy Optimum Model of Semi-Structural Decision for Lectotype Optimization of Offshore Platforms   总被引：8，自引：0，他引：8  

CHEN  Shouyu 《中国海洋工程》2001,(4):453-466

In the process of concept design of offshore platforms, it is necessary to select the best from feasible alternatives through comparison and filter. The criterion set, used to evaluate and select the satisfying alternative, consists of many qualitative and quantitative factors. Therefore, the selection is a problem of multicriteria and semi- structural decision- making. Different from traditional methods in semi- structural decision- making, a new framework and methodology is presented in this paper for evaluation of offshore platform alternatives. First, the criterion set is established for the evaluation of alternatives. Next, the approach is studied to construct the relative membership degree matrix, in which both qualitative and quantitative factors are consistent with the uniform calculating standard. And then a new weight-assessing method is developed for calculation of the weights based on the relative membership degree matrix. Finally, a multi-hierarchy fuzzy optimum model is adopted to select t  相似文献   

Computation of Viscous Uniform and Shear Flow over A Circular Cylinder by A Finite Element Method     

赵明  滕斌 《中国海洋工程》2004,18(2):267-280

The incompressible viscous uniform and shear flow past a circular cylinder is studied. The two-dimensional Navier-Stokes equations are solved by a finite element method. The governing equations are discretized by a weighted residual method in space. The stable three-step scheme is applied to the momentum equations in the time integration. The numerical model is firstly applied to the computation of the lid-driven cavity flow for its validation. The computed results agree well with the measured data and other numerical results. Then, it is used to simulate the viscous uniform and shear flow over a circular cylinder for Reynolds numbers from lO0 to lO00. The transient time interval before the vortex shedding occurs is shortened considerably by introduction of artificial perturbation. The computed Strouhal number, drag and lift coefficients agree well with the experimental data. The computation shows that the finite element model can be successfully applied to the viscous flow problem.  相似文献   

Fatigue Behavior of Plain Concrete Under Biaxial Compression: Experiments and Theoretical Model     

ZHU  Jin-song 《中国海洋工程》2003,17(4):617-630

The effects of different lateral confinement stress on the fatigue behavior of and cumulative damage to plain concrete are investigated experimentally. Eighty 100 mm x 100 mm x 100 mm specimens of ordinary strength concrete are tested under constant- or variable-amplitude fatigue loading and lateral confinement pressure in two orthogonal directions. A fatigue equation is developed by modifying the classical Aas-Jakobsen S-N equation for taking into account the effect of the confined stress on fatigue strength of plain concrete. The results of variable-amplitude fatigue tests indicate that the linear damage theory proposed by Palmgren and Miner is unreasonable in the biaxial stress state. A nonlinear cumulative damage model that could model the effects of the magnitude and sequence of variable-amplitude fatigue loading and lateral confinement pressure is proposed on the basis of the evolution laws of the residual strains in the longitudinal direction during fatigue tests. The residual fatigue life predic  相似文献   

An Experimental Study of Several Special Issues Regarding the Ice Force on Conical Structures     

SHI  Qing-zeng 《中国海洋工程》2002,16(4):561-568

The effect of the cone spacing of a conieal structure on the ice force is studied by model experiments. The ice force reduction coefficient presented in this paper expresses the relationship between the ice force and the arrangement of cones. The experiments prove that the mode of the ice failure before the boundary of upward-downward bending cone (UDBC) is crushing. A conclusion can also be drawn from the experiments that the ice force on the boundary of UDBC is by far less than that on a vertical pile with the same diameter. Moreover, the ice force frequencies on upright and inve-rted cones are obtained under the field condition of the platform JZ20-2, respectively. The results show that the alterna-tion of the ice force on UDBC can hardly induce resonance of platform JZ20-2.  相似文献   

生物制氢研究进展   总被引：1，自引：0，他引：1  

才金玲  王广策  杨素萍  周百成 《海洋科学集刊》2007,(48):176-190

目前, 世界上利用的能源90%以上都是“化石能源”(如石油、煤炭和天然气等)。随着人类不断利用这些不可再生的“化石能源”, 它将会逐渐枯竭, 且其燃烧形成的产物(如CO2和SO2等)造成的严重环境污染(如温室效应和酸雨), 也有害于人类健康。因此, 人类正面临着能源紧缺和环境污染的双重压力。为满足能源需求量日益增长和环境保护的需要, 我们必须寻找环保型的可再生能源来替代“化石能源” 以满足人类对能源的需求。 在各种可再生能源中氢能将有可能替代“化石能源”,成为未来能源利用的主要形式。氢能具有许多优点:①氢能燃烧时只生成水, 不产生任何污染物, 甚至连CO2也不会产生, 实现真正的“零污染” 和“零排放”;②氢能的能量密度高, 放热高达122 kJ/g, 是焦炭放热的4.5倍, 汽油的2.68倍;③氢能可经济有效的输送和储存, 可以利用已有的天然气管道输送, 输送成本低, 甚至优于输电, 因为输送氢能不会产生如电能输送过程中所产生的能量损耗;氢能的存储也比较简便, 其中储氢合金材料就是一种非常理想的储氢方法, 该方法储氢能力强、运输方便、操作容易, 且安全可靠。在利用储氢合金进行储氢时, 还可用以进行制冷或采暖(Kulkova et al., 2006), 因为储氢材料在吸氢时放热, 在放氢时吸热。正因为氢能具有如此多的优点, 许多大的跨国公司开始对制氢技术高度关注, 如主要汽车制造商(通用、福特、戴姆勒-克莱斯勒等)对开发以氢能作为燃料的汽车投入大量的人力和物力;宝马公司从20世纪70年代就开始研制以氢能为能源的汽车, 宝马公司现在已拥有了时速达240km的氢能汽车(Munro,2003)。同时, 一些发达国家的科研院所的科学家们对氢能的制备方法、制氢机制以及提高产氢量等进行了大量的研究。  相似文献