Nonlinear Coupled Dynamics Analysis of A Truss Spar Platform

Accurate prediction of the offshore structure motion response and associate mooring line tension is important in both technical applications and scientific research. In our study, a truss spar platform, operated in Gulf of Mexico, is numerically simulated and analyzed by an in-house numerical code ＇COUPLE＇. Both the platform motion responses and associated mooring line tension are calculated and investigated through a time domain nonlinear coupled dynamic analysis. Satisfactory agreement between the simulation and corresponding field measurements is in general reached, indicating that the numerical code can be used to conduct the time-domain analysis of a truss spar interacting with its mooting and riser system. Based on the comparison between linear and nonlinear results, the relative importance of nonlinearity in predicting the platform motion response and mooring line tensions is assessed and presented. Through the coupled and quasi-static analysis, the importance of the dynamic coupling effect between the platform hull and the mooting/riser system in predicting the mooting line tension and platform motions is quantified. These results may provide essential information pertaining to facilitate the numerical simulation and design of the large scale offshore structures.

Dynamic model of vertical vehicle-subgrade coupled system under secondary suspension

As it is known, track transportation can be divided into track system above and track system below. While the train is moving, the parts above and below are interacted and influenced. Therefore, in fact, the problem of track transportation is the match between the vehicle and the raihvay line system. In this paper, on a basis of dynamic analysis of the vehicle-subgrade model of vertical coupled system under primary suspension, utilizing track maintenance standard and simulating track irregularity excitation, the dynamic interaction of vehicle-track-subgrade system is researched in theory and dynamic model of the vertical vehicle-track-subgrade coupled system under secondary suspension is established by compatibility condition of deformation. Even this model considers the actual structure of a vehicle, also considers vibration characteristic of the substructure of track including subgrade and foundation. All these work want to be benefit for understanding and design about the dynamic characters of subgrade in high speed railway.

Three-Dimensional Nonlinear Dynamic Model and Macro Control of Real Estate

In this paper, according to economics of real estate and macro-control theory, combine with the characteristics of the real estate market, macro-control of the real estate market is studied. After giving the dynamic model of three-dimensional nonlinear differential equations based on the total number of houses on the real estate business, the government’s averages housing investment funds and the standard price, systematically established the stability conditions of equilibrium point for this model. What’s more, through the use of extreme value analysis model, government funds have been invested in real estate business building devotion principles and the construction base of the real estate businessmen has also been estimated successfully. This provides the corresponding theoretical basis for government macro control policy-making.

Coupled Dynamics and Integrated Control for Position and Attitude Motions of Spacecraft:A Survey

Inspired by the integrated guidance and control design for endo-atmospheric aircraft,the integrated position and attitude control of spacecraft has attracted increasing attention and gradually induced a wide variety of study results in last over two decades,fully incorporating control requirements and actuator characteristics of space missions.This paper presents a novel and comprehensive survey to the coupled position and attitude motions of spacecraft from the perspective of dynamics and control.To this end,a systematic analysis is firstly conducted in details to show the position and attitude mutual couplings of spacecraft.Particularly,in terms of the time discrepancy between spacecraft position and attitude motions,space missions can be categorized into two types:space proximity operation and space orbital maneuver.Based on this classification,the studies on the coupled dynamic modeling and the integrated control design for position and attitude motions of spacecraft are sequentially summarized and analyzed.On the one hand,various coupled position and dynamic formulations of spacecraft based on various mathematical tools are reviewed and compared from five aspects,including mission applicability,modeling simplicity,physical clearance,information matching and expansibility.On the other hand,the development of the integrated position and attitude control of spacecraft is analyzed for two space missions,and especially,five distinctive development trends are captured for space operation missions.Finally,insightful prospects on future development of the integrated position and attitude control technology of spacecraft are proposed,pointing out current primary technical issues and possible feasible solutions.

Improved frequency modeling and solution for parallel liquid-filled pipes considering both fluid-structure interaction and structural coupling

The dynamic characteristics of a single liquid-filled pipe have been broadly studied in the previous literature.The parallel liquid-filled pipe(PLFP)system is also widely used in engineering,and its structure is more complex than that of a single pipe.However,there are few reports about the dynamic characteristics of the PLFPs.Therefore,this paper proposes improved frequency modeling and solution for the PLFPs,involving the logical alignment principle and coupled matrix processing.The established model incorporates both the fluid-structure interaction(FSI)and the structural coupling of the PLFPs.The validity of the established model is verified by modal experiments.The effects of some unique parameters on the dynamic characteristics of the PLFPs are discussed.This work provides a feasible method for solving the FSI of multiple pipes in parallel and potential theoretical guidance for the dynamic analysis of the PLFPs in engineering.

Numerical simulation of aircraft arresting process with an efficient full-scale rigid-flexible coupling dynamic model

The arresting process of carrier-based aircraft is widely recognized as a challenging task,characterized by the highest accident rate among all carrier-based aircraft operations.Dynamic simulation plays a crucial role in assessing the intricate responses of the arresting process,favoring the design of carrier-based aircraft.An efficient and accurate rigid-flexible coupling model for analyzing the dynamic response of the arresting process is proposed.By combining the dynamic characteristics of airframe,landing gear,arresting hook and arresting gear system,the rigid-flexible coupling dynamic model is established to reflect the relative motion of the coupling parts and arresting load.The dynamic model is verified through simulations of landing gear landing drops and by comparing the arresting simulation results with corresponding data in the US military standard.Additionally,simulations of the arresting process under different off-center distance and aircraft yaw angle are conducted to obtain the dynamic response of the aircraft during the arresting process.The result indicates that the rigid-flexible coupling dynamic model proposed is effective for analyzing the arresting dynamics response of carrier-based aircraft.The axial force of the arresting cable on both sides of the hook engagement point,pitch and yaw angle of aircraft are inconsistent under yaw and off-center arresting.The analysis method and obtained results provide valuable references for assessing the dynamic responses of carrier-based aircraft during arresting process and offer valuable in-sights in the design of carrier-based aircraft.

井下钻具耦合振动测量模型及实钻数据分析

为了监测井下钻柱的实际振动情况,调整钻进参数来控制井下钻柱的振动特性,从而优化钻进,提高钻速。针对如何通过测量的加速度信号对不同振动形式进行解译与表征的井下振动测量关键问题,建立钻柱振动的解析动力学模型,研究了某种特定振动模式下传感器输出信号的测量,分析了传感器输出信号与钻柱振动模式的关系。通过对模拟信号中振动模式所对应的加速度输出特征进行研究,分析得出实钻数据中所包含的振动信息。为井下振动测量信号的量化分析与运动模式解译提供依据。

浮动基多机悬吊系统动力耦合响应分析

为了研究浮动基多机悬吊系统在不规则波作用下的动力耦合关系,首先利用动量定理和动量矩定理建立了浮动基机器人动力学模型,其次利用达朗贝尔原理建立了悬吊系统的动力学模型,并提出了系统动力学的耦合关系分析步骤;最后结合实例,仿真分析了浮动基多机器人协调悬吊系统在不同波高、不同波长比和不同起吊速度下动力耦合响应过程。结果表明,该系统的理论研究进行了补充和完善,同时也为浮动基多机悬吊系统在实际的吊运过程中,判断安全的吊运环境提供技术支撑。

超大型地下结构系统地震响应高性能弹塑性流固耦合分析

随着城市地下空间开发进行加快,地下结构的抗震安全问题日益受到重视。为了研究饱和土层,尤其是可液化场地中超大型地下结构的地震响应,必须解决高性能计算、弹塑性本构模型、流固耦合等关键问题。该文基于高性能数值仿真平台GEOSX,开发一套高性能弹塑性流固耦合分析方法。以北京城市副中心站综合交通枢纽为例,采用砂土液化大变形模型进行动力弹塑性流固耦合分析,计算规模超千万自由度。计算结果表明,所开发的分析方法具有较高的并行计算效率,可以实现可液化场地地下结构系统的大规模高效弹塑性流固耦合模拟。对于这一主要处于饱和砂土地层中的超大型地下结构系统,在基本地震作用下,饱和砂土层的最大超静孔压比达到约0.5,产生较为明显的弱化;结构地震层间位移角和内力均满足规范要求,由于存在开洞等断面变化,结构响应三维效应明显;由于与地下结构相连的地上结构相对较小,地上结构对地下结构地震响应影响有限。

柔性齿轮运动特性及其振动抑制性能的实验研究

在三缸发动机平衡轴齿轮传动系统的传动过程中,存在着较大的振动和噪声问题,为此,提出了一种附加阻尼环的齿轮传动系统刚柔耦合模型,对柔性齿轮结构的运动特性及其振动抑制性能进行了实验研究。首先,采用集中质量法,建立了考虑齿轮间隙和时变啮合刚度的附加阻尼环6自由度齿轮传动系统的弯曲-扭转模型,利用石川公式计算出了柔性齿轮的时变啮合刚度,对比了有无阻尼环的齿轮系统的振动响应;然后,搭建了专门的齿轮传动系统测试设备,测试了不同转速下钢齿轮和柔性齿轮的加速度和噪声峰值;最后,设计了激光位移试验台,对比分析了不同转速下齿轮的微抖动,对柔性齿轮的减振效果进行了测试,并验证了理论模型的正确性。研究结果表明:当转速为1000 r/min时,钢齿轮和柔性齿轮的最大加速度信号分别为35.58 m/s^(2)和20.37 m/s^(2);当齿轮转速为4000 r/min时,柔性齿轮的阻尼效果最佳,加速度峰值降低了45.23%,噪声峰值降低了39.06%;钢齿轮的微抖动幅值明显高于柔性齿轮,两者的变化趋势相似。柔性齿轮能有效抑制轮齿微抖动振幅曲线的不平滑、毛刺现象,从而增强了三缸发动机平衡轴系的稳定性。

基于全耦合模型的海上吊装作业动力响应特征研究

针对现有海上吊装模拟方法不能有效考虑浮吊船舶—系泊系统—吊物系统之间的动态耦合,难以实现基座回转、吊臂变幅连续模拟问题,基于Matlab/Simulink、ADAMS联合仿真平台建立了海上吊装作业全耦合动力分析模型,探究了中长周期波作用下波浪周期、吊缆收放、基座回转、吊臂变幅等参数变化对吊装作业系统动力响应的影响规律。结果表明,波浪周期接近吊物系统固有周期时会引发共振,导致吊物摇摆幅值显著增加。基座回转、吊臂变幅等因改变了吊物的空间位置从而引发了浮吊船舶倾覆力矩的变化,进而对浮吊船舶运动响应产生显著影响。当基座回转90°后,浮吊船舶的横倾角增加约2.74°。

耦合气阀故障的往复压缩机性能分析

可靠性、容积流量、能耗是评价往复压缩机性能的重要指标,压缩机性能与气阀有着密切关系,气阀工作在高频、高冲击等恶劣条件下,极易损坏,不仅影响压缩机运转率,而且导致指示功增多,排气量减少。因此,通过建立正常工况及气阀故障工况下的往复压缩机数学模型,获取不同工况下的动态压力数据,开展基于动态压力数据的往复压缩机性能分析,对比正常工况与气阀故障工况性能参数,从而获取压缩机机组的气阀故障特征,为之后的故障诊断奠定基础。

基于刚柔耦合模型的月球着陆器动力学分析

基于刚柔耦合多体动力学理论,提出了一种基于三维实体造型、有限元分析与多体动力学分析的刚柔耦合动力学仿真分析方法;利用该方法建立了月球着陆器着陆动力学模型,分别在地球重力环境和月球重力环境(1/6地球重力环境)下,对某典型着陆工况下的着陆动力学进行了仿真分析,得到了着陆器着陆的缓冲性能分析结果,包括主支柱最大缓冲行程、左右辅助支柱最大缓冲行程、最大质心加速度响应;将仿真结果与试验结果相比较,验证了着陆器动力学模型的正确性以及仿真分析方法的有效性,为今后的着陆器缓冲试验提供了动力学模型和仿真分析方法.从能量角度对月球着陆器的着陆过程进行分析,弥补了缓冲试验难以进行能量分析的不足.

离散元-边界元动力耦合模型在地下结构动力分析中的应用

利用离散元 边界元耦合模型对溪洛渡工程地下厂房洞室群静、动力响应进行了分析 ,对离散元模拟地下结构的一些问题进行了探讨 ,得到了一些结论 :离散元模型能够很好地模拟地下洞室群的变形 ,通过与边界元的耦合 ,可以模拟辐射阻尼的影响 ,由于辐射阻尼的影响 。

液化场地桩-土-结构动力相互作用的有限元分析

基于Biot两相饱和多孔介质动力耦合理论,采用有效应力方法对液化场地桩基础的地震反应进行了三维有限元分析。在饱和液化砂土的循环塑性模拟中,采用了超固结边界面、Armstrong-Frederick型非线性运动硬化准则和非关联流动准则来描述动荷载作用下砂土的循环活动性以及液化强度等特性。对于桩的动力本构行为,则采用了可以考虑体积效应和轴向力影响的梁—柱单元来模拟。以某城市高架桥的实际工程为例,应用该方法对地基液化时桩—土—结构的动力相互作用进行了计算分析,并得到了一些有用的结论。

半车车辆-道路耦合动力分析模型的研究与应用

在不平整路面上行驶的车辆会产生道路与车辆的耦合振动.为简化分析,先将车辆和道路视为两个子系统,然后再耦合为一个整体系统.车辆采用1/2车辆4自由度模型,道路采用弹性多层体系有限元模型,通过轮胎与路面的位移相容条件,建立车辆-道路整体耦合动力分析模型,推导出了系统的动力平衡方程组,并探讨了方程组的解耦方法,提出了反映车辆运行品质和道路设计参数的理论计算指标,为车-路耦合动力分析的深入研究,以及系统研究道路结构设计参数与车辆运行品质的相互关系提供理论基础和求解依据.此外,通过解耦和编程分析,还对沥青路面和水泥混凝土路面两种典型路面结构的运行品质指标进行了分析和评判,以期为不同路面结构设计和分析提供参考.

二系悬挂条件下的车-路垂向耦合系统的动力模型

在车辆的走行过程中,上部与下部是相互作用和影响的.因此,轨道交通问题实际上就是线路下部结构和车辆系统的体系匹配问题.在一系悬挂条件下的车-路系统耦合动力分析模型基础上,考虑了包含转向架在内的车辆的实际构成和轨下基础包括路基和地基的参振特性,利用轨道维护标准模拟行走不平顺激励,通过位移相容条件,从理论上研究车辆-轨道-路基体系的动力相互作用,建立了二系悬挂条件下的车辆-轨道-路基系统的垂向动力分析模型.为高速铁路路基的动力特性分析和设计提供参考.

省级区域旅游产业-社会经济-生态环境耦合协调度空间相关性研究——以广西为例

构建了广西旅游产业-社会经济-生态环境耦合协调度评价指标体系,计算广西各地级市的耦合协调度,引入ESDA方法及灰色预测模型进行空间相关性研究与模拟预测.结果表明,全局空间自相关为负自相关关系,空间单元为离散状态并逐步向随机状态转化;Moran散点图与LISA聚集图显示的局部空间自相关关系中,空间关联特征主要表现为"高低(HL)"和"低高(LH)"两种模式,南宁、来宾通过显著性检验.近期耦合协调发展水平趋势稳定,但整体水平不高,导致整体空间关联格局不会产生根本性变化.

区域地壳稳定性研究现状与趋势

回顾了区域地壳稳定性发展历史及现状。区域稳定评价应和工程实际要求紧密结合 ,逐步实现由场地评价—场地利用—地质工程设计的转变 ;在理论上紧密结合“岩石圈动力学” ,“大陆动力学”等当代地球科学发展前沿 ;在分析评价上 ,考虑内外地球动力作用的耦合 ,将地球内外动力地质灾害统一起来分析 ,建立统一地质灾害动力学模型 。

混凝土泵车布料机构水平工况的动态分析

针对混凝土泵车布料机构水平工况进行了有限元动态分析，得出了整个系统耦合的固有频率和振型，以及系统结构动态响应各时刻系统的变形和应力分布规律。