与集中质量和弹簧连接的均匀弹性杆的振动

讨论并求解一端系有集中质量且两端均与弹簧连接的均匀弹性杆振动问题.当弹簧劲度系数为零时,利用极限方法得到一端自由另一端系有集中质量的弹性杆振动问题的解.     

Mechanical model and characteristics of deep-water drilling riser-wellhead system under internal solitary waves

Internal solitary waves with a huge amount of energy easily trigger the large dynamic responses of riser-wellhead system and threaten its structural safety. However, previous studies have only focused on the dynamic response of the riser under internal solitary waves. The riser may experience excessive traction from the platform, especially from the mooring platform, in response to the arrival of internal solitary waves. The bottom of the riser connects to the wellhead system, which in turn exerts a reaction force on the riser. To address this problem, a coupled dynamic model of deep-water drilling mooring platform-riser-wellhead system under internal solitary waves is developed in this paper. A dynamic response analysis method based on the fourth-order Runge-Kutta method and finite element method is also proposed for the mooring platform-riser-wellhead system. A dynamical solver for the coupled system is then developed using MATLAB. The dynamic response characteristics of the riser-wellhead system under internal solitary waves are calculated. Results show that the displacement and bending moment of the system initially increases and then decreases along with the propagation of internal solitary waves, and finally reach equilibrium position. The displacement and bending moment reach their peak before the trough of internal solitary waves passes through the riser-wellhead system. The dynamic responses of the riser-wellhead system under the influence of internal solitary wave loads are much larger than those without the effect of internal solitary wave loads. The riser system experiences shearing loads at the interface of internal solitary waves, which trigger a step-like bending moment variation. The bending moment of the conductor under the mudline is greatly increased by the internal solitary waves.     

A numerical study on the installation configuration design of compliant vertical access riser (CVAR) in deepwater

In oil and gas transportation, the compliant vertical access riser (CVAR) system conducts economic and operational advantages due to its special configuration. In this paper, the static performance of the CVAR is studied by an efficient numerical method. According to the unique configuration of the CVAR, the mathematical model is established based on minimum total potential energy principle. The equilibrium equations are discretized by finite difference method and then solved by Newton-Raphson technique. The accuracy of the numerical method is verified by OrcaFlex software. Detailed parametric analysis is carried out based on practical engineering requirements. The effects of buoyancy section's configuration including buoyancy factor, buoyancy section's length and buoyancy section's location, and external environmental factors including wellhead offset distance, water depth and current velocity on installation shape and mechanical properties of the CVAR are analyzed. The research shows that the presented numerical method has good applicability and flexibility for the early installation configuration design of marine risers which have no touchdown section but only one touchdown point and are equipped with multiple buoyancy blocks subjected to forces of different directions and magnitudes, such as CVARs.     

基于数字孪生的船舶管件加工生产线柔性管控系统

针对现有船舶管件加工在生产管理、调试和生产线柔性管控等方面的不足，利用数字孪生技术，进行船舶管件加工生产线虚拟模型构建、虚实生产线同步行为设计、虚实生产线交互接口设计、信息分析和生产线柔性管控等方面研究，设计开发基于数字孪生的船舶管件加工数字化生产线柔性管控系统，实现船舶管件加工生产线自动生产和远程管控等。该系统可为其他离散型制造生产线建设和管控系统设计提供借鉴。     

FPSO立管平台支撑焊接裂纹修复

对浮式生产储卸油装置(Floating Production Storage and Offloading,FPSO)立管平台支撑焊接裂纹产生的原因进行分析,是由预热不足、装配时产生的拘束应力及焊后没有消氢处理所致.针对现场实际情况,从缺陷清除、焊材选择、预热、焊接中断、焊后消氢处理等方面阐述修复措施,成功地对裂纹进行...     

Numerical analysis of vortex-induced vibration on a flexible cantilever riser for deep-sea mining system

The flexible cantilever riser, as a special form of the marine riser, can be encountered in a deep-sea mining system, where the bottom of the long vertical lifting pipeline is connected with the intermediate warehouse. The main objective of this paper is to investigate the effects of the bottom weight caused by the intermediate warehouse and the flow speed on the dynamic responses of the cantilever pipeline. A quasi-3D coupling algorithm based on the discrete vortex method and finite element method is employed to calculate the unsteady hydrodynamic forces and vortex-induced vibrations of this pipeline in the time domain, respectively. We first simulate the VIV of a long flexible riser with two fixed ends in a stepped flow to validate the feasibility of the present method. Then, systematic simulations of cross-flow VIV of the cantilever riser are carried out under a wide range of bottom weights and different current speeds. The number of the vibration mode shows the decreasing tendency with the increase of the bottom weight. In a certain range of the weight, the number of the dominant mode remains unchanged, while the vibration amplitude declines with increasing weight. An amplitude jump phenomenon can be observed when the transition of the dominant mode in two contiguous mode clusters occurs. Moreover, the higher-order modes are excited with the increase of the current speed.     

Flexural wave bandgap and isolation characteristics of vibration and sound in periodic sandwich plates北大核心CSCD

[目的]旨在研究轻质夹芯板弹性波的传播规律与减振降噪机理。[方法]采用有限元方法结合布洛赫定理,对周期性夹芯板色散关系与弯曲波带隙特性进行研究,分析振动传输特性和声传输特性,研究轻质夹芯板减振降噪特性,并对轻质夹芯板振动传递衰减特性进行实验验证。[结果]研究结果表明,由于布拉格(Bragg)散射调制作用,轻质夹芯板在特定频段存在弯曲波带隙,弯曲振动带隙频率范围内具有良好的减振降噪效果。[结论]轻质夹芯板结构参数对弯曲波带隙具有显著的调节作用,为舰船结构振动噪声控制与声隐身设计提供了新的技术途径。     

柔性栈桥新概念设计研究*

为提高铁路轮渡栈桥对船型的适应性,提出一种一端固定连接岸上,另一端能够上下、左右移动,从而连接来船不同部位,便于车辆进出船舱的柔性或活动船岸连接栈桥构造方案.给出这种新型柔性栈桥的基本构造和主要构件组装特征,说明了其工作原理.进而推导出栈桥活动端的横移距离、偏转角度、纵桁外伸长度等关键设计参数的函数关系.研究结果表明,这种新型柔性栈桥具有可行性和实用性.     

柔性路面级配碎石底基层施工质量控制措施

结合佛开高速公路施工实践，介绍柔性路面级配碎石底基层施工质量控制的做法和经验。     

基于边界分析的重载轮胎滚动过程接地角和印记非对称性分析与验证

基于解析弹性基础的柔性胎体模型,并考虑胎体圆环的径向变形与切向变形之间的耦合关系,为重载大扁平比轮胎建立了柔性环二维轮胎低频动力学模型。采用接地边界求解方法探究了轮胎的接地滚动过程中的接地角和接地印记的非对称特性,并进行了轮胎接地刚度和接地印记非线性实验验证。结果表明:采用接地边界求解可准确计算接地角和接地印记;基于胎内应变传感器的接地印记估计方法可间接测量轮胎滚动过程中的接地印记。