共查询到18条相似文献，搜索用时 156 毫秒
1.
近年来海洋复合柔性管道逐渐在海洋工程中崭露头角。相对于钢管,复合柔性管凭借其弯曲性能好、重量轻、抗腐蚀能力强等一系列优异的性能在油气开采领域不断受到青睐。本文研究对象为一种三层粘结型玻璃纤维增强的热塑性复合柔性管,该类型管道包含外保护层(高密度聚乙烯HDPE)、中间复合材料增强层以及内衬层(高密度聚乙烯HDPE)。研究内容主要基于三维弹性理论和复合材料层合板理论,建立了玻纤增强热塑性复合柔性管的理论计算模型,推导了复合柔性管在轴对称载荷作用下的平衡微分方程,主要分析了管体在内压载荷作用下的应力与变形规律,并将理论计算结果与ABAQUS数值模拟结果进行比较分析,结论表明理论计算与数值仿真结果具有较好的一致性。最后基于该理论模型,研究了内衬层(外保护层)与增强层相对厚度对柔性管应力和变形的影响规律,结果表明管道的增强层为主要承载构件,在增强层纤维方向的应力远大于其他方向的应力,随着增强层从内向外扩展,纤维方向的应力逐渐减小,且内衬层(外保护层)厚度对管道整体的力学性能几乎没有影响。 相似文献
2.
3.
建立深海非粘结柔性管新型力学数值分析模型,分析其在复合载荷工况下的力学性能。深海非粘结柔性立管是深水资源开发的关键设备,安装成本低,适用于恶劣深海环境。然而,由于非粘结柔性管本身的结构型式复杂以及层与层之间的摩擦、接触等诸多强非线性特性,使其局部力学性能分析面临众多挑战。研究针对非粘结柔性立管特殊的结构型式,建立一个高效的数值分析模型,对其刚度进行数值求解并与实验结果进行对比,探讨了内压和拉伸、扭转、弯曲的组合载荷工况和拉扭组合载荷工况对非粘结柔性立管刚度的影响。研究表明,本文所建立的简化模型计算结果与实验结果吻合较好。此外,柔性立管所受到的内压可以在一定程度上增加非粘结柔性立管的刚度;拉扭组合载荷工况使非粘结柔性立管的拉伸刚度降低明显,而使其扭转刚度少量增加,总体上较单一载荷工况更加危险。 相似文献
4.
5.
《中国海洋大学学报(自然科学版)》2021,(9)
非粘结柔性立管结构形式复杂,层与层之间涉及摩擦、接触等非线性特性,使其数值模拟方面很难同时保证效率与精度。针对柔性立管特殊的结构形式,本文建立不同角度螺旋键的非粘结柔性立管高效分析简化模型,通过Ansys workbench软件分析非粘结柔性立管在内压和拉伸、扭转、弯曲的组合荷载工况下螺旋键缠绕角度对其刚度的影响。结果表明:本文所建立的立管简化分析模型与立管原型的力学性能吻合较好,并且可以提高计算效率;螺旋键缠绕角度越大,立管的扭转刚度越大,拉伸刚度与弯曲刚度越小;内压的施加对拉伸刚度、扭转刚度和弯曲刚度是有利的,内压对于弯曲刚度有较明显的增加,对拉伸刚度和扭转刚度有较小程度的增加。 相似文献
6.
7.
非黏结柔性管道骨架层由不锈钢材料互锁缠绕而成,主要用于抵抗外压防止软管发生压溃失效.骨架层失效是柔性软管故障的最大风险,骨架层失效模式主要分为压溃失效和拉伸失效.采用非线性有限元方法并且考虑几何大变形、材料非线性、接触和摩擦等非线性效应的影响,对"S"型骨架层结构建立三维有限元模型,进行了单外压作用下的压溃失效分析和单一轴向拉力作用下的拉伸失效分析,而后开展轴向拉力和外压载荷组合作用下骨架层压溃失效分析.结果表明轴向拉力会一定程度上降低骨架层压溃承载力,相关结论可以为柔性软管结构设计和完整性评价提供参考. 相似文献
8.
采用卷管法进行海底管道铺设过程中，管道首先通过牵引作用上卷于卷筒进行储存。管道与卷筒发生非线性接触，可能会产生复杂的塑性变形和局部屈曲。通过全尺寸柔性管力学性能试验获得柔性管轴力—应变以及弯曲—曲率等非线性力学性能关系，将试验所得的非线性材料性能参数导入建立的两种柔性管上卷ABAQUS有限元模型（梁—实体单元模型与壳和桁架—实体单元模型），实现柔性管较大轴向抗拉刚度和较小抗弯刚度的同步模拟以及管道与卷筒的非线性接触响应特征。通过对比分析两种有限元模型数值模拟得到的管道弯矩、弯曲曲率、管道轴力、管道与卷筒的接触压强等数据，发现在管道上卷过程中管道沿副法线方向的SM3弯矩占据其弯曲变形主导地位；管道与卷筒之间的摩擦效应对于管道轴力的影响较为显著；管道与卷筒的最大接触压强主要发生在卷管过渡段区域。 相似文献
9.
防弯器是柔性管系统中的一个关键附件,其与柔性立管相互作用带来的非线性问题使得预测其疲劳寿命十分困难。以南海某油田柔性立管防弯器为例,采用ABAQUS建立了柔性立管与防弯器的“管中管”分析模型,模型中考虑了两者之间的间隙和滑动摩擦,以及材料非线性和接触非线性等因素。在加载方式上利用“位移”载荷取代传统的“力—角度”载荷,更符合工程实际。利用防弯器材料的ε-N疲劳试验曲线,结合防弯器的应力分析结果,得到危险截面的疲劳寿命。考虑材料非线性的管中管模型和疲劳寿命的计算方法,可为今后运动监测数据的利用和防弯器的优化设计提供借鉴。 相似文献
10.
为探究轴压作用下双金属复合海底管道的组合作用与承载性能,对双金属复合海底管道进行了试验研究和理论分析。开展了不锈钢衬管材料性能试验,对比了国际主流不锈钢本构关系模型和试验结果。利用ABAQUS建立了精细化的双金属复合管道轴压试验有限元模型,系统研究了关键参数如复合工艺产生的环向复合应力、钢管初始缺陷幅值等对双金属复合管在轴压作用下力学性能的影响规律。通过对比已有轴压双金属复合管道试验结果,验证有限元模型。基于验证的有限元模型,对轴压作用下双金属复合管道的组合作用以及径厚比和材料强度对承载力的影响进行了分析。结果表明双金属复合管道的轴压极限承载力主要取决于基管的截面屈服荷载,并随着管径和材料强度的提高而增大。并依据分析结果对双金属复合海底管道的设计提出建议。 相似文献
11.
非黏结柔性管道作为深水油气开发领域的关键设备,是连接海底井口和海洋平台的主要纽带。海洋油气开发水深已经超过了3 000 m,高静水压力是深水软管设计和安全评价的主要挑战,明确深水柔性管道压溃失效机理,并准确地预测柔性管道的压溃压力可以为柔性管道结构设计和安全评价提供依据,柔性管道的压溃压力与骨架层的几何形状以及骨架层之间复杂的相互作用有关,准确高效地预测压溃压力变得极具挑战性。针对柔性管道失效机理研究和压溃压力预测方法进行了总结,指出当前柔性管道压溃失效分析中薄弱的环节,为我国非黏结柔性管道的结构设计和安全评价提供参考。 相似文献
12.
Unbonded flexible pipe is one of the important pieces of equipment in floating production systems for transport of oil and gas between floaters and subsea wells located in deep water. To assure safety over a long-term service period, analysis of fatigue behavior under alternative bending is a key requirement. An analytical model for prediction of bending behavior is essential for understanding the mechanism of the local stress distribution in the helical wires of the tension armor layers under alternative curvatures and rapid estimation of the service life of flexible pipes for designers in engineering practice. In this paper, seven analytical models available in the literature are selected and summarized. Although the experimental results reported in the literature are limited, a three-dimensional finite element model is developed for investigation of the seven models, and the validity and limitations of these models for different structural parameters of helical wire are discussed, i.e., the width-thickness ratio of the wire section and helical angle. The analytical model based on spring theory resulted in a satisfactory estimation of bending stress for most cases and is recommended as a tool for the basic design of the helical armor wire structures in flexible pipes. 相似文献
13.
The current scenario of oil production in ultra deep waters challenges the design of flexible pipes since they have to withstand high pressures, temperatures and dynamic loads during operation. Amongst the known failure mechanisms in flexible pipes, armor wire lateral buckling is of uttermost importance as there is no undisputable model for its prediction. In this work, compressive failure load for tensile armor lateral buckling is calculated for a sample of 29 flexible pipes based on the resolution of a numerical model that considers force and moment equilibrium conditions and geometric compatibility relations from differential geometry concepts. The obtained results are fitted on an equation via symbolic regression. Thus, a simple empirical model to predict compressive failure load is proposed as a function of the radius of tensile armor, wire lay angle and torsional, normal and binormal bending stiffness of the wire cross section. The model assumes the absence of frictional distributed forces in the wire and curvature of the flexible pipe, therefore it provides conservative results. For the 29 flexible pipe sample, the mean absolute percentage error of the empirical results in view of the numerical results was 0.6%. 相似文献
14.
The unbonded flexible pipe of eight layers,in which all the layers except the carcass layer are assumed to have isotropic properties,has been analyzed.Specifically,the carcass layer shows the orthotropic characteristics.The effective elastic moduli of the carcass layer have been developed in terms of the influence of deformation to stiffness.With consideration of the effective elastic moduli,the structure can be properly analyzed.Also the relative movements of tendons and relative displacements of wires in helical armour layer have been investigated.A three-dimensional nonlinear finite element model has been presented to predict the response of flexible pipes under axial force and torque.Further,the friction and contact of interlayer have been considered.Comparison between the finite element model and experimental results obtained in literature has been given and discussed,which might provide practical and technical support for the application of unbonded flexible pipes. 相似文献
15.
非黏结柔性管道是海洋油气开发的重要装备，在海水环境中，抗拉铠装层发生腐蚀会对安全运行产生严重威胁，因此明确抗拉铠装层腐蚀机理、对柔性管道的检测和对抗拉铠装层的腐蚀评估十分重要。抗拉铠装层腐蚀与环空的气体环境和水环境有关，采用合适的检测方法和设备检测环空，可以帮助判断其腐蚀情况，并为腐蚀疲劳寿命评估和应对策略制定提供参考。针对抗拉铠装层腐蚀机理、非黏结柔性管道检测、腐蚀疲劳寿命评估和腐蚀应对措施进行了总结，指出机理研究和检测评估方法的不足，为国内柔性管道抗拉铠装层腐蚀研究和完整性管理提供参考。 相似文献
16.
Unbonded flexible pipes have superior fatigue performance as the internal armor layers are allowed to move relative to each other, leading to reduced structural loading. The main interactions between the internal layers are the contact forces and the frictional forces. Frictional interaction leads to a complex non-linear response of unbonded flexible pipes making prediction of cyclic bending fatigue a demanding task. Nevertheless, detailed understanding of local armor wire stresses and the related fatigue phenomena is of paramount importance as unbonded flexible risers are often operated close to their mechanical limits. This paper presents a method for calculating the tensile armor wire loading and the hysteresis effect on flexible pipes when subjected to tension, and non-symmetric cyclic bending. The effect of non-symmetric cyclic bending with different tensile armor lay angles, and frictional conditions are studied. The analysis uses an efficient repeated unit cell finite element model, allowing the analysis to be performed on a desktop computer. The study shows that the tensile armor wires gradually translate towards the compression side of the pipe bending plane, when the unbonded flexible pipe is subjected to combined tension and non-symmetric cyclic bending. In the analysis, cyclic bending is applied until steady-state in the bending response is achieved over a full bending cycle. The global bending response of the flexible pipe and the tensile armor wire loading conditions for fully stabilized non-symmetric cyclic bending become symmetric around the frictionless state for the mean cyclic bending curvature. An approximate analytic model for the tensile armor in the stabilized cycle, based on symmetric bending about the geodesic curve corresponding to the mean pipe curvature, is proposed. 相似文献
17.
活跃在中国南海的内孤立波已经成为该地区海洋油气资源开发中不得不考虑的因素。跨接管作为连接水下油气储存开采设施与海面油气处理设施的重要装置,由于具有较大柔性,由内孤立波引起的剪切海流将会对其产生巨大影响。采用KdV方程对内孤立波进行模拟,基于向量式有限元法,建立了柔性跨接管的动力学分析模型,对不同方向内孤立波作用下的跨接管的动力性能进行分析。分析结果表明在内孤立波作用下,跨接管存在一个明显的动力过程,能够导致跨接管产生较大的位置移动及其整体位置的抬升,同时跨接管对于内孤立波的入射角十分敏感,其内力可能发生突然变化。内孤立波的振幅对跨接管的极值响应有显著影响。 相似文献
18.
A set of generalized solutions are proposed for estimating ultimate load capacity of pipeline with arbitrary corrosion shapes subjected to combined internal pressure, axial force and bending moment. Isotropic and anisotropic material characteristics in longitudinal and circumferential direction of pipeline are also considered in the proposed equations. Simplified numerical method is used to solve the generalized expressions. The comparisons of numerical results based generalized solutions and full-scale experimental results are carried out. The predicted results agree reasonably well with the experiment results. Meanwhile, the effects of corrosion shapes and locations on the ultimate load capacity are studied. 相似文献