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71.
The application of non-metallic light weight pipeline (LWP) in subsea oil/gas transmission system is subject to subsea pipeline on-bottom stability problem because of their light weight. Additional weight required for the stabilization of subsea LWP is a critical item to consider when decreasing the cost of the pipeline system. This paper presents an effective approach to determine the additional weight by utilizing a reliability-based assessment of subsea LWP against on-bottom stability. In the approach, a dynamic non-linear finite element model (FEM), including a model of fluids-pipe-soil interaction for the subsea pipeline, is used to study the pipeline displacement response. In-place analysis of a flexible pipe is presented as an example of the authors' methodology. Results show that displacements are largely affected with and without considering the lift force. Additionally, the uncertainties of all parameters used in the model are considered. With 145 cases of FEM calculations being the samples, a response surface model (RSM) is developed to predict the pipeline lateral displacement using the software Design-Expert. Combing with the RSM equation, the Monte Carlo simulation method is employed to estimate the probability of exceeding pipeline stability. To calculate the reliability of LWP for different submerged weights, the method introduces a calibrated factor into the serviceability limit state (SLS) function. The proposed approach can be used to determine the additional weight required for the on-bottom stability of subsea pipelines while considering the uncertainties of all relevant parameters. 相似文献
72.
The present paper addresses the circular armour wire lateral buckling in umbilicals. An asymmetric non-linear finite element model is developed to analyze a single armour wire subjected to combined constant axial compression and uniform cyclic curvatures. A parametric case study is performed for an armour wire from a nine-hose umbilical cable, where the armour wire pitch number, applied axial compressive load and minimum and maximum curvatures in the applied cyclic bending are varied. The armour wire end shortenings, transverse sliding in cyclic bending, the buckling shapes and equilibrium paths after numerous bending cycles, the critical buckling loads, the stress states at the onset of lateral buckling, and the required number of bending cycles that triggers lateral buckling are obtained and extensively discussed. The critical buckling loads given by the FE model have been compared with an existing analytical formulation, indicating that the analytical model is reliable for small cyclic curvatures. Moreover, an empirical model is proposed for the required number of bending cycles to trigger the lateral buckling and good correlation with the FE results has been observed. 相似文献
73.
Controlled lateral buckling is triggered by distributed buoyancy section at predesigned sites to release the axial force induced by high temperature and high pressure in subsea pipelines. Due to the larger diameter and smaller submerged weight of distributed buoyancy section, compared to the normal pipe section, imperfections are more easily introduced at the location of distributed buoyancy section. In this study, an analytical model is proposed to simulate lateral buckling triggered by a distributed buoyancy section for an imperfect subsea pipeline, which is validated by test data. Semi-analytical solutions are derived. First, snap-through buckling behaviour is discussed. Then the influence of initial imperfections on buckled configurations, post-buckling behaviour, displacement amplitude and maximum stress is discussed in detail. The results show that there is no snap-through phenomenon for large amplitude of initial imperfections, which appears only when the amplitude of imperfection is small enough. The displacement amplitude increases with the amplitude of initial imperfections, and it first increases and then decreases with wavelength of initial imperfection. Compared to a perfect pipeline, the maximum stress amplifies for relative small wavelength of initial imperfections. Therefore, a large enough wavelength of initial imperfection should be introduced. 相似文献
74.
lIntroductionMagnesium,oneofthelighteststructurematerials,hasbeenwidelyappliedinaviation,machineryandautomobilemanufacturing.Withstrongaffinitytooxygenandporosityofitsoxidefilm,magnesiumisapttoreactwithoxy-gen.Thus,duringthemeltofmagnesiumalloys,specialfluxeshavetobeusedtocoverthemelttokeepitfromfurtheroxidizationorevencom-bustionathightemperature,andtorefineandtodegasitandtoremovethedrossfromthemelt[1j.Thewidelyusedfluxesaremainlycomposedofwaterlesscarnallite(MgCl,-KCl)andsomefluoridesandch… 相似文献
75.
从计算及实践上探讨了在防治开挖边坡失稳问题时,采用圆形钻孔嵌岩灌注桩的截面进行配筋计算,将它转换为矩形,并将求得的受拉钢筋集中在受拉区,而不是如<混凝土结构设计规范(GBj50010-2002)>规定那样沿圆周均匀分布,这种新计算方法不仅简便和合理,而且也经济和安全. 相似文献
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78.
桥梁结构属于空间结构,结构的内力计算通常是转化为平面问题来解决的。介绍了几种常用的荷载横向分布计算方法。针对桥梁运营后,桥梁各片主梁刚度不同时的荷载横向分布计算,提出了更加符合桥梁实际的模型修正法,更为准确地计算实际桥梁结构各片主梁的荷载横向分布系数。 相似文献
79.
汽车侧向振动模拟研究 总被引：3，自引：1，他引：3
本文论述了一般汽车振动模型在分析汽车侧向振动时存的问题，通过引入悬架导向作用，轮胎侧偏效应及有效路形概念，建立了１５自由度整车振动模型，模拟计算结果与试验数据的比较了所提出的汽车侧向振动模拟方法的有效性。 相似文献
80.
制动—驱动工况下的轮胎侧偏特性理论研究 总被引：2，自引：0，他引：2
本文通过考虑制动和驱动工况下的轮胎印迹内垂直载荷分布的不同，建立了比以往模型更完善的制动－驱动工况下的轮胎侧偏特性理论模型，以６．５０Ｒ１６轮胎为例，分析了滑移率，侧偏角和垂直载荷分布形状参数等对其侧特性的影响。 相似文献