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A vertical coupling dynamic analysis method and engineering application of vehicle–track–substructure based on forced vibration
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作者 Guolong Li Mangmang Gao +2 位作者 Jingjing Yang Yunlu Wang Xueming Cao 《Railway Sciences》 2022年第2期224-240,共17页
Purpose–This study aims to propose a vertical coupling dynamic analysis method of vehicle–track–substructure based on forced vibration and use this method to analyze the influence on the dynamic response of track a... Purpose–This study aims to propose a vertical coupling dynamic analysis method of vehicle–track–substructure based on forced vibration and use this method to analyze the influence on the dynamic response of track and vehicle caused by local fastener failure.Design/methodology/approach–The track and substructure are decomposed into the rail subsystem and substructure subsystem,in which the rail subsystem is composed of two layers of nodes corresponding to the upper rail and the lower fastener.The rail is treated as a continuous beam with elastic discrete point supports,and spring-damping elements are used to simulate the constraints between rail and fastener.Forced displacement and forced velocity are used to deal with the effect of the substructure on the rail system,while the external load is used to deal with the reverse effect.The fastener failure is simulated with the methods that cancel the forced vibration transmission,namely take no account of the substructure–rail interaction at that position.Findings–The dynamic characteristics of the infrastructure with local diseases can be accurately calculated by using the proposed method.Local fastener failure will slightly affect the vibration of substructure and carbody,but it will significantly intensify the vibration response between wheel and rail.The maximum vertical displacement and the maximum vertical vibration acceleration of rail is 2.94 times and 2.97 times the normal value,respectively,under the train speed of 350 km$h1.At the same time,the maximum wheel–rail force and wheel load reduction rate increase by 22.0 and 50.2%,respectively,from the normal value.Originality/value–This method can better reveal the local vibration conditions of the rail and easily simulate the influence of various defects on the dynamic response of the coupling system. 展开更多
关键词 Vehicle–track–substructure coupling dynamic analysis forced vibration vibration response FASTENER FAILURE
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Study on Electromagnetic Force and Vibration of Turbogenerator End Windings under Impact Load(Ⅰ): Analysis of Electromagnetic Force of End Windings under Impact Load 被引量:2
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作者 黄学良 胡敏强 《Journal of Southeast University(English Edition)》 EI CAS 2002年第1期59-63,共5页
In this paper, the boundary value problem (BVP) of 3 D transient eddy current field in the end region in the case that the generator is affected by impact load is specified. Besides, ways to implement discrete method... In this paper, the boundary value problem (BVP) of 3 D transient eddy current field in the end region in the case that the generator is affected by impact load is specified. Besides, ways to implement discrete methods in both time domain and space domain during the solution of the problem are investigated. The Crank Nicolson scheme is utilized to attain the iterative format of time differential, after taking factors that can ensure both computation precision and stability into consideration. In this paper, the magnetic distribution in the end region of a turbogenerator in the case that the generator is affected by impact load is specified. As a result, it provides foundation for further study of electromagnetic force and electromagnetic vibration in the end region of the turbogenerator. 展开更多
关键词 TURBOGENERATOR transient eddy current field impact load electromagnetic force electromagnetic vibration
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Transverse Vibration and Stability Analysis of Circular Plate Subjected to Follower Force and Thermal Load 被引量:1
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作者 Yongqiang Yang Zhongmin Wang 《Sound & Vibration》 2019年第3期51-64,共14页
Transverse vibration and stability analysis of circular plate subjected to follower force and thermal load are analyzed.Based on the thin plate theory in involving the variable temperature,the differential equation of... Transverse vibration and stability analysis of circular plate subjected to follower force and thermal load are analyzed.Based on the thin plate theory in involving the variable temperature,the differential equation of transverse vibration for the axisymmetric circular plate subjected to follower force and thermal load is established.Then,the differential equation of vibration and corresponding boundary conditions are discretized by the differential quadrature method.Meanwhile,the generalized eigenvalue under three different boundary conditions are calculated.In this case,the change curve of the first order dimensionless complex frequency of the circular plate subjected to the follower force in the different conditions with the variable temperature coefficient and temperature load is analyzed.The stability and corresponding critical loads of the circular plate subjected to follower force and thermal load with simply supported edge,clamped edge and free edge are discussed.The results provide theoretical basis for improving the dynamic stability of the circular plate. 展开更多
关键词 Circular plate transverse vibration follower force thermal load differential quadrature method STABILITY
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An isogeometric analysis approach for dynamic response of doubly-curved magneto electro elastic composite shallow shell subjected to blast loading
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作者 Pham Hoang Tu Tran Van Ke +1 位作者 Vu Khac Trai Le Hoai 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第11期159-180,共22页
For the first time, the isogeometric analysis(IGA) approach is used to model and analyze free and forced vibrations of doubly-curved magneto-electro-elastic(MEE) composite shallow shell resting on the visco-Pasternak ... For the first time, the isogeometric analysis(IGA) approach is used to model and analyze free and forced vibrations of doubly-curved magneto-electro-elastic(MEE) composite shallow shell resting on the visco-Pasternak foundation in a hygro-temperature environment. The doubly-curved MEE shallow shell types include spherical shallow shell, cylindrical shallow shell, saddle shallow shell, and elliptical shallow shell subjected to blast load are investigated. The Maxwell equation and electromagnetic boundary conditions are used to determine the vary of the electric and magnetic potentials. The MEE shallow shell's equations of motion are derived from Hamilton's principle and refined higher-order shear theory. Then, the IGA method is used to derive the laws of natural frequencies and dynamic responses of the shell under various boundary conditions. The accuracy of the model and method is verified through reliable numerical comparisons. Aside from this, the impact of the input parameters on the free and forced vibration of the doubly-curved MEE shallow shell is examined in detail. These results may be useful in the design and manufacture of military structures such as warships, fighter aircraft, drones and missiles. 展开更多
关键词 IGA approach Free and forced vibration Doubly-curved MEE shallow shell Blast load
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Experimental study on durability fracture behavior and vibration modal sweep for vehicle rear axle 被引量:1
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作者 门玉琢 于海波 霍娜 《Journal of Beijing Institute of Technology》 EI CAS 2013年第2期207-212,共6页
In order to study the fatigue fracture behavior of the rear axle of certain China-made car, the strain loading spectrum near the rear axle fracture location is collected, the modified Neuber rule and the cyclic stress... In order to study the fatigue fracture behavior of the rear axle of certain China-made car, the strain loading spectrum near the rear axle fracture location is collected, the modified Neuber rule and the cyclic stress-strain hysteresis loop curve equation are used to convert the nominal strain his- tory into the local stress-strain response. The impact of mean stress on fatigue damage is corrected according to the Manson-Coffin model, and programming calculation of the fatigue damage of the fracture crack is conducted in the INFIELD software, the electromagnetic vibrators are used to sweep the vibration modal frequencies of the rear axle and car body. The enhancement test and fre- quency sweep results show that the rear axle fatigue damage mainly concentrates on the washboard road, and when the forced vibration excitation frequency is 24. 07 Hz, the vibration modal frequency of the rear axle is close to the excitation frequency of the washboard road, leading to resonance and making the rear axle subjected to large strain and fatigue damage, and then vibration fatigue fracture due to high stress concentration. 展开更多
关键词 fatigue damage durability fracture vibration sweep loading spectrum forced vibra- tion
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Forced vibration analysis of nano-composite rotating pressurized microbeam reinforced by CNTs based on MCST with temperature-variable material properties 被引量:1
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作者 R.Rostami M.Mohammadimehr +1 位作者 M.Ghannad A.Jalali 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2018年第2期97-108,共12页
In this study, free and forced vibration analysis of nano-composite rotating pressurized microbeam reinforced by carbon nanotubes (CNTs) under magnetic field based on modify couple stress theory (MCST) with temper... In this study, free and forced vibration analysis of nano-composite rotating pressurized microbeam reinforced by carbon nanotubes (CNTs) under magnetic field based on modify couple stress theory (MCST) with temperature-variable material propertiesis presented. Also, the boundary conditions at two ends of nano-composite rotating pressurized microbeam reinforced by CNTs are considered as simply supported. The governing equations are obtained based on the Hamilton's principle and then computed these equations by using Navier's solution. The magnetic field is inserted in the thickness direction of the nano-composite microbeam. The effects of various parameters such as angular velocity, temperature changes, and pressure between of the inside and outside, the magnetic field, material length scale parameter, and volume fraction of nanocomposite microbeam on the natural frequency and response systemare studied. The results show that with increasing volume fraction of nano-composite microbeam, thickness, material length scale parameter, and magnetic fields, the natural frequency increases. The results of this research can be used for optimization of micro-structures and manufacturing sensors, displacement fluid, and drug delivery. 展开更多
关键词 forced vibration analysis Nano-composite rotating pressurized microbeam Carbon nanotubes Modify couple stress theory Temperature-variable material properties
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ITERATIVE COMPUTATION METHOD FOR NONLINEAR FORCED VIBRATION EQUATION ON HELICOPTER MAIN ROTOR LOAD
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作者 Liu Xiangjian Shen Xinkang Xue Zhengzhong( Chinese Helicopler Rcsearch and Development institute,Jindezhen , China, 333001 ) 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 1995年第1期22-28,共7页
ITERATIVECOMPUTATIONMETHODFORNONLINEARFORCEDVIBRATIONEQUATIONONHELICOPTERMAINROTORLOADLiuXiangjian;ShenXinka... ITERATIVECOMPUTATIONMETHODFORNONLINEARFORCEDVIBRATIONEQUATIONONHELICOPTERMAINROTORLOADLiuXiangjian;ShenXinkang;XueZhengzhong(... 展开更多
关键词 rotary wings vibration effects load (forces) iterative solution
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A comprehensive review on coupling vibrations of train-bridge systems under external excitations
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作者 Yongle Li Huoyue Xiang +1 位作者 Zhen Wang Jin Zhu 《Railway Engineering Science》 2022年第3期383-401,共19页
In recent years,high-speed railways in China have developed very rapidly,and the number and span of the railway bridges are keeping increasing.Meanwhile,frequent extreme disasters,such as strong winds,earthquakes and ... In recent years,high-speed railways in China have developed very rapidly,and the number and span of the railway bridges are keeping increasing.Meanwhile,frequent extreme disasters,such as strong winds,earthquakes and floods,pose a significant threat to the safety of the train–bridge systems.Therefore,it is of paramount importance to evaluate the safety and comfort of trains when crossing a bridge under external excitations.In these aspects,there is abundant research but lacks a literature review.Therefore,this paper provides a comprehensive state-of-the-art review of research works on train–bridge systems under external excitations,which includes crosswinds,waves,collision loads and seismic loads.The characteristics of external excitations,the models of the train–bridge systems under external excitations,and the representative research results are summarized and analyzed.Finally,some suggestions for further research of the coupling vibration of train–bridge system under external excitations are presented. 展开更多
关键词 Train-bridge system coupling vibration CROSSWIND WAVE Collision loads Seismic load
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Effect of Coupled Torsional and Transverse Vibrations of the Marine Propulsion Shaft System
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作者 Akile Nese Halilbese Cong Zhang Osman Azmi Ozsoysal 《Journal of Marine Science and Application》 CSCD 2021年第2期201-212,共12页
In this study,the coupled torsional-transverse vibration of a propeller shaft system owing to the misalignment caused by the shaft rotation was investigated.The proposed numerical model is based on the modified versio... In this study,the coupled torsional-transverse vibration of a propeller shaft system owing to the misalignment caused by the shaft rotation was investigated.The proposed numerical model is based on the modified version of the Jeffcott rotor model.The equation of motion describing the harmonic vibrations of the system was obtained using the Euler-Lagrange equations for the associated energy functional.Experiments considering different rotation speeds and axial loads acting on the propulsion shaft system were performed to verify the numerical model.The effects of system parameters such as shaft length and diameter,stiffness and damping coefficients,and cross-section eccentricity were also studied.The cross-section eccentricity increased the displacement response,yet coupled vibrations were not initially observed.With the increase in the eccentricity,the interaction between two vibration modes became apparent,and the agreement between numerical predictions and experimental measurements improved.Given the results,the modified version of the Jeffcott rotor model can represent the coupled torsional-transverse vibration of propulsion shaft systems. 展开更多
关键词 Coupled torsional-transverse vibrations forced vibrations Marine propulsion shaft system Cross-section eccentricity Jeffcott rotor Coupled vibration in rotor system
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Analytic solution for size-dependent behaviors of micro-beam under forced vibration
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作者 Shuai WANG Zhiyong WANG +2 位作者 Feifei WANG Bo ZHOU Shifeng XUE 《Mechanical Engineering Science》 2020年第1期48-58,共11页
This paper focuses on the size-dependently mechanical behaviors of a micro-beam under forced vibration.Governing equations of a micro-beam under forced vibration are established by using the modified couple stress the... This paper focuses on the size-dependently mechanical behaviors of a micro-beam under forced vibration.Governing equations of a micro-beam under forced vibration are established by using the modified couple stress theory,Bernoulli-Euler beam theory and D’Alembert’s principle together.A simply supported micro-beam under forced vibration is solved according to the established governing equations and the method of separation of variables.The dimensionless deflection,amplitude mode and period mode are defined to investigate the size-dependently mechanical behaviors of a micro-beam under forced vibration.Results show that the performance of a micro-beams under forced vibration is distinctly size-dependent when the ratio of micro-beam height to material length-scale parameter is small enough.Both frequency ratio and loading location are the important factors that determine the sizedependent performance of a micro-beams under forced vibration. 展开更多
关键词 MICRO-BEAM forced vibration size effect modified couple stress theory Bernoulli-Euler beam theory
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特高压并联电抗器铁芯振动及噪声特征研究 被引量:3
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作者 杨帆 张相杰 +3 位作者 王鹏博 罗汉武 李昉 李文震 《高电压技术》 EI CAS CSCD 北大核心 2024年第2期725-736,共12页
特高压并联电抗器因其铁芯是以铁芯饼与气隙垫块交替堆叠而成的结构特点,导致其运行过程中振动强度远超同电压等级的变压器,易出现振动超标等问题,现有计算方法对特高压并联电抗器铁芯振动特征还无法准确表征。鉴于此,该文针对1台特高... 特高压并联电抗器因其铁芯是以铁芯饼与气隙垫块交替堆叠而成的结构特点,导致其运行过程中振动强度远超同电压等级的变压器,易出现振动超标等问题,现有计算方法对特高压并联电抗器铁芯振动特征还无法准确表征。鉴于此,该文针对1台特高压并联电抗器的铁芯振动机理及产生的噪声进行研究,结合磁-结构-声多场耦合分析,对铁芯所受麦克斯韦力及磁致伸缩力进行仿真计算,将结构场计算结果进行快速傅里叶变换后作为载荷激励进而计算由电抗器振动产生的噪声,并单独分析磁致伸缩力和麦克斯韦力对电抗器铁芯振动造成的影响。结果表明:电抗器运行过程中电抗器铁芯旁轭中部产生的振动最剧烈,电抗器周围产生的噪声最大。对比麦克斯韦力与磁致伸缩力对电抗器铁芯振动的影响发现,同时考虑两个力时铁芯振动小于未考虑磁致伸缩力的情况,证明影响电抗器铁芯振动的两个力存在相互衰减作用。 展开更多
关键词 特高压并联电抗器 多物理场耦合计算 振动噪声 磁致伸缩 麦克斯韦力
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浮式风力机若干特征动力学问题综述 被引量:1
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作者 程友良 曹淑刚 万声权 《海洋工程》 CSCD 北大核心 2024年第1期165-186,共22页
总结浮式风力机类型及其对应的特征动力学问题,针对浮式风力机气动荷载、水动荷载的计算方法以及结构动力学、控制动力学典型问题进行论述。讨论了气动—水动—结构—伺服耦合分析的难点,重点分析了二阶波浪力、畸形波等非线性波浪荷载... 总结浮式风力机类型及其对应的特征动力学问题,针对浮式风力机气动荷载、水动荷载的计算方法以及结构动力学、控制动力学典型问题进行论述。讨论了气动—水动—结构—伺服耦合分析的难点,重点分析了二阶波浪力、畸形波等非线性波浪荷载、流荷载及涡激运动对浮式风力机特征动力响应的影响。阐述了浮式风力机动力学研究的试验方法、数值仿真方法、样机测试方法,并对模型试验技术的相似理论、气动模型的实现和难点以及数值仿真的频域方法、时域方法和分析工具进行了归纳对比。研究表明:浮式风力机多场、多体耦合动力分析机理及相关技术仍不成熟,气动荷载、高阶非线性波浪荷载耦合模型的建立是动力学问题研究的重点,数值仿真及模型试验是浮式风力机动力响应研究的主要方法,样机测试技术的积累将促进设计标准的完善及浮式风电的产业化发展。 展开更多
关键词 浮式风力机 耦合模型 非线性荷载 气动荷载 水动荷载 二阶波浪力 畸形波
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基于同频弯扭耦合强迫振动的桥梁断面颤振导数识别方法改进
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作者 唐煜 杨源远 华旭刚 《铁道科学与工程学报》 EI CAS CSCD 北大核心 2024年第4期1656-1666,共11页
为拓展强迫振动法在桥梁断面颤振导数识别领域中的应用能力,采取让断面做2次同频异相的弯扭耦合简谐运动模式,理论推导出任意非零相位差条件下的桥梁断面颤振导数识别公式。以理想平板的Theodorsen解为气动力数据源,对该方法的识别能力... 为拓展强迫振动法在桥梁断面颤振导数识别领域中的应用能力,采取让断面做2次同频异相的弯扭耦合简谐运动模式,理论推导出任意非零相位差条件下的桥梁断面颤振导数识别公式。以理想平板的Theodorsen解为气动力数据源,对该方法的识别能力进行数值验证,并在此基础上研究弯扭耦合运动相位差、高斯白噪声、整数倍频有色噪声对平板颤振导数识别结果的影响规律。基于Fluent软件,将该方法与计算流体动力学(Computational Fluid Dynamics,CFD)技术结合,识别得到丹麦大带东桥主梁断面的颤振导数。研究结果表明:当平板气动力不包含噪声时,在任意非零相位差取值条件下,按照该方法识别所得颤振导数结果与理论值完全吻合;当平板气动力含有高斯白噪声时,在考察的3个低水平噪声条件下(5%、10%、15%),颤振导数识别误差与高斯白噪声比例水平、折算风速均成正相关,但不同颤振导数对高斯白噪声敏感程度各异;当平板气动力包含整数倍频有色噪声时,3倍频、4倍频噪声对颤振导数的识别精度影响显著,其他低倍频噪声和超高倍频噪声的影响较小,在8个颤振导数的识别结果中,H_(2)^(*)、H_(4)^(*)、A_(2)^(*)、A_(4)^(*)对倍频有色噪声更敏感。应用该方法结合CFD数值模拟识别得到的大带东桥主梁颤振导数与既有文献结果吻合良好,经计算得到的颤振临界风速也较为接近。研究结果可满足同类桥梁颤振设计的工程计算需求。 展开更多
关键词 桥梁工程 颤振导数识别 强迫振动 弯扭耦合 计算流体动力学
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公轨合建盾构隧道振动荷载的动力响应特性 被引量:1
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作者 杨殿勇 张西文 +3 位作者 刘鑫锦 吕颖慧 秦磊 刘广森 《济南大学学报(自然科学版)》 CAS 北大核心 2024年第2期168-176,183,共10页
为了探究汽车-列车振动荷载对公轨合建盾构隧道内部结构及周围土体的动力响应特性,采用有限元软件ABAQUS对某公轨合建盾构隧道内部结构及周围土体进行数值模拟,通过ABAQUS软件的Dload子程序对汽车、列车振动荷载进行耦合,分别将单一振... 为了探究汽车-列车振动荷载对公轨合建盾构隧道内部结构及周围土体的动力响应特性,采用有限元软件ABAQUS对某公轨合建盾构隧道内部结构及周围土体进行数值模拟,通过ABAQUS软件的Dload子程序对汽车、列车振动荷载进行耦合,分别将单一振动荷载及汽车-列车振动荷载作用引入公轨合建盾构隧道,分析公轨合建盾构隧道内部结构及周围土体在不同工况时加速度、位移、应力、应变的变化。结果表明:汽车、列车振动荷载频率不同,共同作用后产生拍频现象,导致相同方向合成荷载的振幅可能小于分荷载的振幅,当频率相同时所合成荷载的振幅最大;管片上方的土体以及非封闭弧形内衬外侧土体发生较大的应变,最大塑性应变发生于拱顶偏右侧,达到7.032×10^(-6);公轨合建盾构隧道内部结构中的预制箱涵牛腿柱、顶板处出现较大拉、压应变,在长期运营期间需要对预制箱涵牛腿柱、顶板位置进行定期检查和必要支护。 展开更多
关键词 公轨合建盾构隧道 动力响应特性 汽车振动荷载 列车振动荷载 耦合振动荷载
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耦合索股系统自振特性与索力全局识别算法 被引量:1
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作者 张卓杰 王熙程 +2 位作者 武朝帅 甄晓霞 李丹枫 《振动与冲击》 EI CSCD 北大核心 2024年第9期27-35,共9页
索是缆索承重结构重要的受力构件,索力直接影响结构的服役状态与使用寿命。对于局部刚性耦合的索股结构,索股振动具有独立性和耦联性,系统呈现的整体振动与完全独立或完全耦合的索股系统振动特性均不同。为了对局部刚性耦合的索股系统... 索是缆索承重结构重要的受力构件,索力直接影响结构的服役状态与使用寿命。对于局部刚性耦合的索股结构,索股振动具有独立性和耦联性,系统呈现的整体振动与完全独立或完全耦合的索股系统振动特性均不同。为了对局部刚性耦合的索股系统的索力进行有效识别,首先建立耦合多索股模型并推导了系统的振动方程,根据系统的频率方程对系统的自振特性进行参数分析;然后将填充函数法和最优化理论相结合,构建了耦合索股系统索力识别算法,实现了索力全局识别;最后通过试验和有限元仿真验证了算法的正确性和可靠性。结果表明:刚性耦合使各索股振动同频,索股系统的自振频率在整数倍频之间出现了分数倍频,在整体振型之间出现局部振型;该文所提出的基于全局最优化理论的索力识别算法对迭代初值要求低,计算精度和收敛效率高,可扩展到其他参数识别问题中。 展开更多
关键词 刚性耦合 自振特性 填充函数 全局最优化 索力识别
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通信卫星星箭耦合分析研究进展及建议
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作者 尹家聪 谢伟华 +3 位作者 周江 姜人伟 邓明乐 李正举 《航天器环境工程》 CSCD 2024年第1期18-26,共9页
文章简要回顾国内外星箭耦合分析的基本方法,并以“东方红”系列通信卫星为实例,介绍了中国近年来在星箭耦合分析工作方面取得的一些研究进展,包括卫星有限元模型缩聚的二次缩聚方法、液体晃动对星箭耦合分析结果的影响;对比了国内外依... 文章简要回顾国内外星箭耦合分析的基本方法,并以“东方红”系列通信卫星为实例,介绍了中国近年来在星箭耦合分析工作方面取得的一些研究进展,包括卫星有限元模型缩聚的二次缩聚方法、液体晃动对星箭耦合分析结果的影响;对比了国内外依据星箭耦合分析结果制定卫星正弦振动试验下凹条件的应用差异;讨论了星箭耦合分析的准确度、敏感度分析等问题;并对后续的星箭耦合分析工作提出若干研究发展建议。 展开更多
关键词 通信卫星 星箭耦合分析 液体晃动 正弦振动试验 力限控制
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大展弦比板弯扭耦合受迫振动分析
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作者 王卓 毛晓晔 +1 位作者 丁虎 陈立群 《动力学与控制学报》 2024年第1期27-36,共10页
对于工程广泛存在的大展弦比结构,首次研究了大展弦比板弯扭耦合受迫振动响应.考虑弦向相对弯曲刚度远大于展向弯曲刚度,将弦向截面等效为刚体,考虑其绕展向轴线的扭转,应用Hamilton原理分别计算大展弦比板的势能与动能,建立两端简支的... 对于工程广泛存在的大展弦比结构,首次研究了大展弦比板弯扭耦合受迫振动响应.考虑弦向相对弯曲刚度远大于展向弯曲刚度,将弦向截面等效为刚体,考虑其绕展向轴线的扭转,应用Hamilton原理分别计算大展弦比板的势能与动能,建立两端简支的大展弦比板弯扭耦合受迫振动的动力学控制方程.将动力学控制方程进行Galerkin截断后,通过谐波平衡法和微分求积法/微分求积单元法,计算得到了大展弦比模型弯扭耦合受迫振动稳态响应的解析解及数值解,同时验证了解的截断收敛性及谐波收敛性.最后研究了外激励幅值对结构受迫振动响应的影响.结果将为工程中广泛存在的大展弦比结构设计提供指导. 展开更多
关键词 大展弦比板 弯扭耦合振动 受迫振动 谐波平衡法
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考虑轨道不平顺激励的轴箱轴承振动特性分析
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作者 吕银辰 廖爱华 +1 位作者 师蔚 胡定玉 《轴承》 北大核心 2024年第6期16-24,共9页
轴箱轴承在运行工况下的振动特性对于保障行车安全具有重要意义。首先,基于Ansys与Simpack联合仿真平台,分别建立了轨道-车辆系统动力学模型和考虑外圈局部故障的轴承座-轴承有限元模型;其次,对动力学模型施加轨道不平顺激励,输出轴箱... 轴箱轴承在运行工况下的振动特性对于保障行车安全具有重要意义。首先,基于Ansys与Simpack联合仿真平台,分别建立了轨道-车辆系统动力学模型和考虑外圈局部故障的轴承座-轴承有限元模型;其次,对动力学模型施加轨道不平顺激励,输出轴箱径向载荷作为有限元模型的外载荷;然后,将仿真值与理论值进行对比,证明了所建立的轴箱轴承联合仿真模型的有效性;最后,基于此模型分析了轨道不平顺激励时不同宽度故障以及不同故障边缘对轴承振动特性的影响。结果表明:随着故障宽度的增加,轴箱轴承整体振动加速度RMS逐渐变大,故障冲击的幅值以及包络谱的特征能量值先增大后减小;随着故障边缘平缓程度的增加,轴箱轴承整体振动加速度RMS值、故障冲击的幅值以及包络谱的特征能量值逐渐降低;轨道不平顺激励增加了轴承的振动。 展开更多
关键词 滚动轴承 铁路轴箱轴承 双列圆柱滚子轴承 变载荷 受迫振动 振动加速度 工程仿真
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风荷载对车桥耦合振动及行车舒适性影响 被引量:2
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作者 王少钦 马仕杰 +2 位作者 郭明浩 林婧姝 乔宏 《公路交通科技》 CAS CSCD 北大核心 2024年第4期51-64,共14页
为保证大跨度桥梁结构的安全性及桥上运行车辆的稳定性和舒适性,建立了风-车-桥耦合分析模型对系统的振动响应进行研究。通过三角级数法模拟了不同等级下的桥面不平整度,以探究车辆振动激励源的影响规律。采用快速谱分析法生成了桥梁不... 为保证大跨度桥梁结构的安全性及桥上运行车辆的稳定性和舒适性,建立了风-车-桥耦合分析模型对系统的振动响应进行研究。通过三角级数法模拟了不同等级下的桥面不平整度,以探究车辆振动激励源的影响规律。采用快速谱分析法生成了桥梁不同节点处的横向和竖向脉动风速时程。建立了双轴四轮13自由度的汽车模型。以跨度为(180+216+180)m公铁两用的九江长江大桥为工程背景,建立桥梁有限元模型计算其自振频率及振型。采用模态综合法推导了风-车-桥系统动力平衡微分方程,采用Newmark-β积分对具有时变特性的动力平衡微分方程进行求解,并编写相应计算程序,研究不同工况下车辆及桥梁的振动响应。并根据ISO2631—1997标准计算车体的计权加速度均方根,对行车舒适性进行评价。针对不同风速、不同桥面等级、不同行驶速度等条件下,车辆匀速行驶通过桥梁时车辆的动力响应和行车舒适性进行评价,并计算了风及车辆对桥梁的动力加载作用。结果表明:车辆的动力响应会随着风速的增大、桥面状况的变差和车辆行驶速度的增加而增大,行车舒适性也相应变差;风速的增大会使桥梁的竖向位移减小,而竖向加速度和横向振动响应会显著增大。大跨度桥梁对风及车辆的动力加载均比较敏感,在桥梁的设计和运营阶段均应给予足够的重视。 展开更多
关键词 桥梁工程 行车舒适性 数值模拟 耦合振动 风荷载
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振动标线设置对连续梁桥的挠度冲击系数影响研究
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作者 张恒 周勇军 +3 位作者 王业路 范凯翔 赵煜 薛宇欣 《振动与冲击》 EI CSCD 北大核心 2024年第1期265-275,共11页
为了研究振动标线设置对长大坡桥梁结构挠度冲击系数的影响,以30 m连续箱梁桥和五轴车辆为研究对象,基于实际振动标线结构形式进行不平顺度模拟,建立车桥耦合振动方程。借助ANSYS及APDL语言,采用直接积分法进行求解,得到了不同跨中位置... 为了研究振动标线设置对长大坡桥梁结构挠度冲击系数的影响,以30 m连续箱梁桥和五轴车辆为研究对象,基于实际振动标线结构形式进行不平顺度模拟,建立车桥耦合振动方程。借助ANSYS及APDL语言,采用直接积分法进行求解,得到了不同跨中位置挠度时程曲线和冲击系数,研究了振动标线数量、组间距和位置对连续梁桥不同跨中截面挠度冲击系数的影响。结果表明,设置振动标线后连续梁桥挠度冲击系数均大于规范值,且最大值为规范值的2.40倍;振动标线组数增加对下坡方向第一跨跨中位置挠度冲击系数影响不大,但对第二跨跨中挠度冲击系数有较大影响;随着振动标线组组间距增大,不同跨中截面挠度冲击系数变化规律不同;振动标线设置位置对不同跨中截面挠度冲击系数有一定影响;当振动标线组数为6时,首条振动标线宜选择距梁端距离4 m位置,振动标线组间距宜为4.5 m,当振动标线组数为4或5时,需根据不同跨径布置选择相应的振动标线设置形式。研究结论可为桥梁结构中振动标线的设置提供参考。 展开更多
关键词 桥梁工程 连续梁桥 振动标线(DLA) 冲击系数 车-桥耦合 时程曲线
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