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A simplified empirical model for fatigue analysis of deepwater marine risers due to vortex-induced vibration (VIV) in non-uniform current is presented. A simplified modal vibration equation is employed according to the characteristics of deepwater top tensioned risers. The response amplitude of each mode is determined by a balance between the energy feeding into the riser over the lock-in regions and the energy dissipated by the fluid damping over the remainder based on the data from self-excited oscillation and forced oscillation experiments of rigid cylinders. Multi-modal VIV fatigue loading is obtained by the square root of the sum of squares approach.Compared with previous works, this model can take fully account of the main intrinsic natures of VIV for low mass ratio structures on lock-in regions, added mass and nonlinear fluid damping. In addition, a closed form solution of fatigue damage is presented for the case of a riser with uniform mass and cross-section oscillating in a uniform flow. Fatigue analysis of a typical deepwater riser operating in Gulf of Mexico and West Africa shows that the current velocity profiles affect the riser's fatigue life significantly and the most dangerous locations of the riser are also pointed out. 相似文献
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防爆墙结构是海上浮式生产储油船(FPSO)上部重要防护设施,其在油气燃爆冲击下的动态响应需要重点关注。以FPSO上部模块为研究对象,基于计算流体力学(CFD)方法对油气燃爆场景进行数值模拟,获得了防爆墙表面压力时间曲线和空间分布;基于显式动态算法研究了波纹夹层防爆墙在燃爆载荷作用下的动态响应,并与等质量加筋板动态响应进行对比。研究结果表明:在防爆墙动态响应研究时,加载考虑负压和压力非均匀分布会使结果更准确,相比于加载平面内分布均匀的三角形载荷,考虑时间上负压阶段进行加载时,波纹夹层防爆墙永久变形减小;考虑超压空间非均匀分布进行加载时,波纹夹层防爆墙永久变形增大;考虑压力非均匀分布进行加载时,波纹夹层防爆墙永久变形要比加筋板小25.8%,抗爆性能更优。研究结论可为FPSO上部防爆墙设计及动态响应研究提供一定的参考。 相似文献
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水下滑翔机是一种节能型水下航行器,其转弯运动可近似视为稳态螺旋运动的一部分。为指导水下滑翔机在限制水域(近海底或近壁面)内的转向运动,本文对水下滑翔机稳态螺旋运动的时间、空间尺度特征开展分析。基于水下滑翔机的运动学和动力学方程,建立了其稳态螺旋运动的仿真方法,并与已公开发表的结果进行对比验证。分析稳态螺旋运动的轨迹特点,给出了其时间、空间尺度特征描述方法,并建立了时空尺度特征的研究思路。以Seawing水下滑翔机为例,定量地揭示了时空尺度特征随控制参数间的变化规律,并发现了上浮和下潜运动中变化规律的不同之处。 相似文献
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基于Abaqus/Explicit准静态和质量放大方法研究了一类典型非粘结柔性立管在压力载荷作用下应变响应特性,对影响立管整体轴向延伸率和绕轴向扭转角度的因素进行了分析。数值模型计入金属层实际截面形状、铺设角度以及几何、接触、材料非线性。计算结果表明:数值解与理论值吻合较好;立管端部边界条件对轴向延伸率影响不大但对绕轴向扭转角度影响较大;抗压铠装层为径向压力主要受力构件,其铺设角度虽然对压溃性能不大,但在应变分析中不可忽略;拉伸铠装层铺设角度对应变影响同样较大。文中数值方法可弥补理论方法限定在小位移、小变形范围,无法计入层间摩擦、材料非线性及初始制造椭圆率等缺陷。 相似文献
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