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2015 Vol. 34, No. 3
Published: 2015-02-15

 
       论文
1 Adaptive Decomposition and Reconstruction for Bridge Structural Dynamic Testing Signal
Deshan Shan;Qiao Li;Zhen Huang
DOI:

In order to extract structural information from the bridge structural dynamic signal with high noise level, a novel adaptive decomposition and reconstruction method is proposed by combining the ensemble empirical mode decomposition (EEMD) and principal component analysis (PCA) for the specific characteristics of bridge structural dynamic signals. Based on the in-depth analysis of mode mixing in empirical mode decomposition, the uniformity of probability density function for white noise is adopted to improve the pattern one of mode mixing, and the correlation analysis is used to ameliorate the pattern two of mode mixing, then the calculation efficiency and decomposition accuracy are upgraded greatly in the improved EEMD. The multi-scale principal components analysis is implemented on all of the intrinsic mode functions (IMFs) obtained by the improved EEMD for noise reduction and selection of IMFs. Moreover, the dynamic signal is reconstructed. The effectiveness of the proposed method is verified by both of the simulated signal and testing signal from real bridge structure. The verified results showed that the proposed method can decompose adaptively and denoise effectively the bridge dynamic signal with high noise, and can extract accurately the structural information from the testing signal, furthermore it is applicable in the dynamic testing analysis of real bridge structure.

2015 Vol. 34 (3): 1-6 [Abstract] ( 238 ) HTML (1 KB)  PDF (3305 KB)  ( 274 )
7 Numerical simulation of monopile foundation for offshore wind turbine subject to ship impact
HAO Er-tong;LIU Chun-guang;LIU Yingzhou
DOI:
There is no relevant specification and damage assessment criterion of offshore wind turbine subject to ship impact in our country now, taking a domestic offshore wind turbine with monopile foundation as example, the process of an offshore wind turbine stricken by a ship were analyzed by using LS-DYNA from the perspective of energy variation, the maximum collision-force and response of offshore wind turbine, and damage rate of area assessing extent of damage for offshore wind turbine was proposed. Results show that the maximum collision-force increased linearly with increasing one third power of quality, velocity and sine of collision angle of ship if initial kinetic energy of ship respectively is no more than about 35 MJ, 35 MJ, 25 MJ, but the linear relationship is not obvious when exceeding, and damage rate of area can reasonably reflect the damaged area and area size of monopile foundation.
2015 Vol. 34 (3): 7-13 [Abstract] ( 244 ) HTML (1 KB)  PDF (2310 KB)  ( 287 )
14 Impact Dynamics Topics Motivated by the Ship-Bridge Collision Process
Wang Lili Chen Guoyu Yang Liming
DOI:

Some impact dynamics topics motivated by the ship-bridge collision process are analyzed in this paper. It is shown that (1) in order to reduce the impact force a flexible (i.e. with low structural dynamic generalized wave impedance) crashworthy device should be applied. (2) The work done by the impact force is transformed via wave propagation into the internal energy (deformation energy) and kinetic energy. The larger the irreversible part of the former is, as well as the greater the overall role played by the crashworthy device is, the better the buffer role played by the crashworthy device will be. Moreover, how to make the ship as soon as possible to end the collision and carry away as much as possible the remaining kinetic energy should be a key point. (3) Viscous dissipation of energy can buffer the collision process, prolong the dissipation duration, and help the crashworthy device to play an overall role, and create the condition for turning ship away to end the collision. Thus the scientific design idea of crashworthy device should be based on (i) impact flexibility in terms of low structural wave impedance, (ii) viscous dissipation in terms of damping collision process, (iii) let the crashworthy device plays an integral role as soon as possible so that the intense impact concentrated force could be changed into a weaker distributed load, and (iv) let ship turns away as soon as possible, and thus takes away the remaining kinetic energy as much as possible. As an engineering application example, such design idea is reflected in the new flexible crashworthy device consisting of hundreds of steel-wire-rope coils. Its validity has been confirmed by the engineering practice and the real ship collision tests.

2015 Vol. 34 (3): 14-22 [Abstract] ( 300 ) HTML (1 KB)  PDF (1525 KB)  ( 185 )
23 Research on structural vibration prediction of hydropower house based on RVM method
WANG Hai-jun MAO Liu-dan LIAN Ji-jian
DOI:

Along with the increase of scale of hydropower station and single unit capacity, the vibration problems of hydropower houses are becoming acute. It is useful to assess a hydropower station safe, if the structural vibration characteristics of a hydropower house can be known. In this paper, basing on correlation analysis of the prototype observation vibration data of a huge underground power plant, the vibration prediction model of the hydropower house was established using relevance vector machine method (RVM). With the model, the vertical vibration responses of the powerhouse can be predicted by the vibration data of units and pressure pulsation data of the draft tube. The results show that the prediction model has high accuracy.

2015 Vol. 34 (3): 23-27 [Abstract] ( 270 ) HTML (1 KB)  PDF (1480 KB)  ( 88 )
       
28 Singular Value Spectrum Decomposition and Its Application to the acoustic vibration test parameters’ processing of supersonic aircraft
Liu Liu Yan Yunju Li Pengbo Zhang Guojun
DOI:

In order to realize the precise identification of the acoustic vibration test parameters about the supersonic aircraft, a new filtering method combining phase space reconstruction and singular spectrum decomposition is proposed. Firstly, feasibility of this method is demonstrated through numerical simulation. Secondly, in order to separate the signal subspace and the noise subspace, phase space reconstruction of the test parameters is processed, and the attractor track matrix is also decomposed with singular value decomposition (SVD). Finally, aiming at the shortage of the maximum difference spectrum theory, the concept of optimizing difference spectrum theory is given, and reconstruction is proposed on the basis of the peak position of the optimizing difference spectrum. Reconstruction results show that the proposed method is suitable for processing the acoustic vibration test data of the supersonic aircraft, providing a solution for the precise description of the supersonic aircraft flying state.

 

 

 

2015 Vol. 34 (3): 28-34 [Abstract] ( 277 ) HTML (1 KB)  PDF (2285 KB)  ( 169 )
       论文
35 An Optimal Method for Selecting Real Earthquake Ground Motions Considering Duration for Performance-Based Seismic Design of Bridges
CHEN Liang REN Wei-xin ZHANG Guang-feng ZUO Xiao-han HUANG Yong
DOI:
The duration of earthquake ground motions have insignificant effects on analytical results for performance-based seismic design of bridges (PBSD). The incremental dynamic analysis of a six span reinforced concrete continuous girder bridge was performed for decoupling the influence between duration, frequency content and amplitude on structural seismic demands by using several bins of real and artificial accelerograms that matched the same target response spectrum and had different probability distributions of the 5-95% significant duration. The correlation between duration and seismic demands of the RC girder bridge reveals that the mean, dispersion and probability distribution of the duration of earthquake ground motions have little influence on displacement engineering demand parameters (EDP) but important effects on the probabilistic assessment (mean), dispersion and probability distribution of energy EDPs or fatigue failure and cumulative damage parameters. If energy EDPs are used in PBSD, the mean, dispersion and probability distribution of the duration of earthquake ground motions must be in accordance with the real seismic hazard at the bridge site. An optimal method for rationally selecting real earthquake ground motions for PBSD based on total probability theorem is presented which can effectively consider the effects of the mean, dispersion and probability distribution of the duration on seismic demands of bridge structures and can significantly improve the precision of analytical results and computation efficiency.
2015 Vol. 34 (3): 35-42 [Abstract] ( 248 ) HTML (1 KB)  PDF (1901 KB)  ( 203 )
43 Effect of machining errors on gear engagement using contact finite element method
ZHANG Tao;WU Yong-jun;WU Jing;WANG Jian-jun
DOI:
Machining errors have significant effect on the gear engagement, it is necessary to learn the mechanism of action for the reduction of vibration. Based on the analysis of several kinds of machining errors, the precise modeling method was first presented,on this basis the engagement process of one spur gear pairs was simulated using contact finite element method as an example. The angular velocity and dynamic meshing force showed significant differences between the ideal gear pairs and the gear pairs with machining errors. Then the influence mechanism of profile error and pitch error on the gear vibration was researched respectively, Quantitative analysis of meshing characteristics including dynamic transmission error and angular acceleration was done using the FFT. The results show that the proposed modeling method can simulate arbitrary form of machining errors even if in small order and reflected in the contact finite element analysis. It is not only effective to investigate how the machining errors influence the meshing process, but also to study the influence mechanism of single machining error, furthermore the conclusions can be used to guide the anti-vibration design and accuracy design.
2015 Vol. 34 (3): 43-50 [Abstract] ( 185 ) HTML (1 KB)  PDF (2353 KB)  ( 283 )
51 Fault detection of sensor array using modal filtering method
ZHU Qiao;MAO Qi-bo
DOI:

By using modal filtering method, a modified sensor fault detection approach based on structural dynamic characteristics is presented. An array of accelerometers attached on the surface of the beam are taken as sensors. The differences between the reconstructed signals by modal filtering and the measurement signals are obtained, then the curvature of the errors are taken as sensitive index to detect and identify the simulated fault sensor of sensor array. The numerical simulation and experimental result show that the proposed method can detect the fault sensor efficiently. Furthermore, this method is independent of the location of the excitation and it can be used for real-time monitoring system.


2015 Vol. 34 (3): 51-54 [Abstract] ( 253 ) HTML (1 KB)  PDF (1589 KB)  ( 130 )
55 The application of combination slice analysis of MID algorithm in fault diagnosis of rolling element bearings
MA zeng-qiang LIANG jian-hua YANG shao-pu
DOI:

As a generalization of the spectral correlation density, modulation intensity distribution (MID) can extract the amplitude modulations of either discrete carrier signals or random ones satisfactorily. However, the computational effort of modulation intensity factor in MID is so heavy that it can not satisfy the real time request of industrial applications. Then, a new method, that is combination slice analysis of MID (C-SMID), is proposed in the paper to detect the characteristic frequency of bearing faults. Firstly, the speed variation range of the rolling bearing is used to decide the possible frequency fluctuation range of the bearing fault signal in the new method. Then, the value range of the selectivity factor △f is set and the character slices of MID is calculated out. Finally, the bearing fault type is judged based on the signal energy comparison between different slices. Comparing with the original MID, the new method has better anti-noise property and less amount of calculation. In order to verify the feasibility and superiority of the new method, several comparative experiments between it with the common envelope demodulation method had been executed based on the simulate signals and the measured ones that acquired from the rolling bearing fault simulation experiment platform of QPZZ-II. The experiment results show that the new method has higher detection precision for such bearing faults as inner race, outer race and rolling parts.


2015 Vol. 34 (3): 55-60 [Abstract] ( 208 ) HTML (1 KB)  PDF (2331 KB)  ( 210 )
61 Meshless natural neighbour Petrov-Galerkin method for axisymmetric dynamic problems
CHEN Shen-shen;LI Qing-hua;LIU Yong-sheng
DOI:
A novel algorithm for solving complex axisymmetric dynamic problems is put forward on the basis of the meshless natural neighbour Petrov-Galerkin method. Axial symmetry of geometry and boundary conditions reduces the original three-dimensional (3D) problem into a two-dimensional (2D) problem. Only a set of scattered nodes over the cross section are needed and no meshes are required either for interpolation purposes or for integration purposes. The natural neighbour interpolation shape functions possess Kronecker delta property and therefore the essential boundary conditions can be directly imposed. The three-node triangular finite element method shape functions are taken as test functions, which reduces the orders of integrands involved in domain integrals and improves the computational efficiency. Numerical examples show that the proposed method for solving axisymmetric dynamic problems is effective.
2015 Vol. 34 (3): 61-65 [Abstract] ( 181 ) HTML (1 KB)  PDF (1292 KB)  ( 181 )
66 Mechanism analysis of wind barrier on aerodynamic characteristics influence of the train on viaduct
HE Xu-hui;ZOU Yun-feng;DU Feng-yu
DOI:
Based on the simultaneous pressure measurement, models of CRH2 type train and 32m pre-stressed concrete simply supported box beam viaduct at Beijing-Shanghai high-speed rail line are manufactured with geometric scale of 1:25, the influence of wind barrier on aerodynamic forces of each face and pressure distribution for vehicle under representative combination cases of model vehicles on double tracks on the model viaduct are investigated, according to which the aerodynamic influence mechanism of wind barrier can be analyzed, and the mechanism is interpreted from the perspective of hydrodynamics. Results show that the influence of wind barrier on the aerodynamic characteristics of upstream vehicle is significant, while the downstream vehicle is less affected because of it is in the wake. After the wind barrier are installed, the wind pressure on the windward side of upstream vehicle changes from positive to negative, which result in that the direction of lateral force on the windward side is opposite to that on leeward side, making the overall lateral force decreases. The lift on the roof increases about 50% because of the mean wind pressure decreases significantly, while the pressure on both the leeward side and underbody change slightly. Both porosity and height of wind barrier need to be optimized according to the specific environment, and people should pay attention to that windbreak effect is not equal to reduce the mean wind speed.
2015 Vol. 34 (3): 66-71 [Abstract] ( 274 ) HTML (1 KB)  PDF (2941 KB)  ( 123 )
72 Study on the Impact Resistance ofDifferent Kinds of Shed-tunnel Structures
Zhang Qunli;;Wang Quancai;Wu Qing;Guo Shaoping;
DOI:
In order to explore the rock-fall impact properties of different shed-tunnel structures, five kinds of shed-tunnel structure models were established by finite element method software ANSYS/LS-DYNA. The distribution of force and deformation characteristics was analyzed comparatively. The results showed that the different shed-tunnel structure typespossessed different dynamic response under the same impact load. The comprehensive analysis of effective stress duration curves and roof displacement indicated that the impact resistance of archstyle and semi-arch stylesheds were better than that ofthe gantry ones, and inclined column sheds were better than that of the straight ones. Sections of the maximum equivalent stress showed that dangerous parts of the gantry sheds and semi-arch sheds were at the juncture between the inside of column crown and roof, and that of the arch shed was on thebottom of arch-column, for wheresome reinforcement measures should be adopted in practical projects in order to maintain the safety of shed-tunnel structures.
2015 Vol. 34 (3): 72-76 [Abstract] ( 244 ) HTML (1 KB)  PDF (2136 KB)  ( 128 )
77 A Simplified Seismic Wave Input Method for Near-field Wave Analysis
HUANG Jingqi;DU Xiuli;ZHAO Mi;JIN Liu
DOI:
On the basis of the time-domain wave method coupled with the explicit finite element method for the viscous-spring artificial boundary issue, a simplified seismic wave input method for near-field wave analysis is proposed. In the present approach, the near-field model is stratified in the height direction, and then the seismic motion is converted to stress applied to the viscous-spring artificial boundary. Compared with the equivalent node force input method, the new method simplifies the antecedent work with acceptable accuracy. The numerical results obtained from free ground model indicate that: When the stratified size equals to the maximum size of the element mesh in dynamical analysis, the accuracy of the simplified model is totally same with that of the equivalent node method; when meshing the focus parts of the near-field model with the maximum size of dynamical analysis and meshing other parts with lager size, the dynamic response of caring part is still satisfied. Moreover, the dynamic response of a rock tunnel also demonstrates the effectiveness of the present simplified approach.
2015 Vol. 34 (3): 77-82 [Abstract] ( 207 ) HTML (1 KB)  PDF (2277 KB)  ( 263 )
83 Lateral Vibration Coupling Mechanism of High-Speed Rolling Stocks and Damping technical Strategy
PIAO Ming-wei LI Ming-xing YU Cheng-long ZHAO Wen-zhong
DOI:

According to the innovative technique features of high-speed bogies for European vehicles, an optimized design methodology for the rubber suspensions of under-floor masses was proposed based on rigid-flex coupling simulation techniques. Lateral vibration coupling mechanism is meant the coupling mechanism of lateral high-frequency vibrations caused by the lateral secondary suspensions in the interface of coach to running gear, and the three important particularities are as follows: anti-hunting high-frequency impedance, higher damping of coach yaw and the aluminum-alloy coach without longerons and skeletons. The modal vibrations of 1st order lateral bending mode in coach bottom will have therefore the very negative impacts on the technical specifications of 30-year life-time coaches. For the rubber suspensions of under-floor masses, the proportional damping is one of active factors in suppressing the lateral vibrations of under-floor masses. But there is optimal value for lateral acceleration of middle floor, i.e. the minimum value of (RMS)3 in full frequency-band can be achieved when the proportional damping is 0.5. Meanwhile the limits of the above damping technique shall be paid much attention, i.e. it is possible that the lateral coupling vibrations of under-floor masses will be produced under the exceptional conditions of running gear.

2015 Vol. 34 (3): 83-92 [Abstract] ( 219 ) HTML (1 KB)  PDF (2806 KB)  ( 271 )
93 Mean Wind Loads on Closing-ground Building with a Roof Opening
Li Shouke;Li Shouying;Chen Zhengqing;Sun Hongxing
DOI:

The effects of seven different roof opening configurations on the net mean wind loads in a closing-ground building were examined using wind tunnel tests. The lift coefficients of roof, shape coefficients of center-line taps on roof and wall, local shape coefficients were specially studied and compared with the values from Code. It is shown that the net mean suctions on the roof are reduced for the configuration of roof center opening, the biggest value of positive shape coefficient on the center-line is +0.32, which should be taken account into the design of structure efficiently. The positive wind pressures in the configuration of roof corner opening are larger than that of roof center opening configuration, which are unfavorable for structure. The Chinese Code was found to significantly underestimate the local wind pressures of corner area Ra for roof center opening configuration, and the local wind pressures for roof corner opening configuration are larger than that of roof center opening configuration, which may be the result of continuing destroyed for the building. The positive wind loads on the windward wall are increased for roof center opening configuration, up to 86%, and the suctions on the backward and leeward wall are reduced largely.


2015 Vol. 34 (3): 93-100 [Abstract] ( 221 ) HTML (1 KB)  PDF (3738 KB)  ( 93 )
101 OPTIMAL CONFIGURATION OF VISCOUS DAMPERS IN TALL BUILDINGS BASED ON DIGITAL SEQUENCE CODING GENETIC ALGORITHM
Yan Lewei;Chen Yangyang;Zhou Yun
DOI:
An optimal configuration method of dampers in tall buildings is presented based on digital sequence coding genetic algorithm (DSCGA). Compared with standard genetic algorithm (SGA), the present algorithm can completely represent the solution space of the optimization problem as the number of damper is not equal in each damper-installation storey. A gene bit of digital sequence code represents an installation position of a damper, and, the value denotes the damper-installation storey. With the present digital sequence coding, the size of the genotype space can exactly be consistent with that of the phenotype space, while strictly legitimacy, completeness, Lamarckian property, and strongly causality are satisfied. The discrete-recombination cross operator, corresponding to the digital sequence coding, ensured the effective evolution of the population. Furthermore, fitness function is constructed based on relative objective function value, which can not only fully embody the fitness difference in population but also promote effective evolution to obtain the global optimal solution as a result. The method is applied for a typical damper configuration optimization problem, in which the 20-storey Benchmark structure under a frequent seismic level is considered. The efficiency and applicability of the present algorithm are assessed.
2015 Vol. 34 (3): 101-107 [Abstract] ( 221 ) HTML (1 KB)  PDF (1324 KB)  ( 144 )
108 Influence of pulse duration on transient responses of cylindrical shells
Wang Junping;Mao Yongjian;Di Fei;Huang Hanjun
DOI:
In order to understand the influence of pulse duration on transient responses of cylindrical shells and futher the fidelity of simulating the X-ray shock responses, the average strain difference, namely the simulation fidelity evaluation index was defined. Six triangle pulses with the same impulse but different pulse durations were loaded on four cylindrical shells in different dimensions. The relation of average strain difference varying with pulse duration was obtained by numerical simulations, and the essence of the relation was discussed in the point of structural characteristics. It was found that the average strain difference is mainly controlled by (the ratio between the load pulse duration and the time of stress wave propagating along the circumference of cylindrical shell). When , the average strain difference is less than 20%. The results could provide references for design and evaluation of test simulations of X-ray shock responses, as well as relevant numerical simulations.
2015 Vol. 34 (3): 108-113 [Abstract] ( 227 ) HTML (1 KB)  PDF (3041 KB)  ( 134 )
114 Fault diagnosis of rolling bearing based on Slice Energy Spectral Correlation Density
WANG Hong-chao;CHEN Jin;DONG Guang-ming
DOI:
When fault arises in rolling bearing the envelope demodulation analysis is the most commonly used method. However, when rolling element fault arises in rolling bearing the envelope demodulation analysis method could not extract the ball fault characteristic frequency perfectly due to the rolling elements’ contact with the outer race and inner race simultaneously. Besides, it is also influenced by the rotation of the cage. Taking advantage of the property of cyclostationarity when fault arises in rolling bearing, the paper proposes a fault diagnosis method of rolling bearing based on slice energy spectral correlation density (SESCD). The proposed method solves the above defect of envelope demodulation analysis in fault diagnosis of rolling element to some extent and has a degree of significance in fault diagnosis of rolling element.
2015 Vol. 34 (3): 114-117 [Abstract] ( 176 ) HTML (1 KB)  PDF (1752 KB)  ( 176 )
118 TOPOLOGY OPTIMIZATION DESIGN OF STEADY-STATE HEAT CONDUCTION STRUCTURES CONSIDERING NON-PROBABILISTIC RELIABILITY
You Fang;Chen Jian-jun;Cao Hong-jun;Xie Yong-qiang
DOI:

Topology optimization design of steady-state heat conduction structure with interval parameters under dissipation of heat transport potential capacity constraint is discussed. The topology optimization model of heat conduction structure with interval parameter is constructed, which is based on non-probabilistic reliability with dissipation of heat transport potential capacity constraint. The total volume of heat conductive material is to be minimized and the relative thermal conductivity of elements is regarded as the design variables here. The computational expressions of numerical characteristics of dissipation of heat transport potential capacity based on interval factor method are presented. Evolutionary structural optimization method is used in the optimization. A filtering technique is employed to eliminate numerical instabilities in process of topology optimization. The numerical examples are presented to demonstrate the feasibility and effectiveness of the optimal model and solving approach.

2015 Vol. 34 (3): 118-122 [Abstract] ( 192 ) HTML (1 KB)  PDF (962 KB)  ( 105 )
123 Performance Analysis and Application of Generalized Empirical Mode Decomposition
Zheng Jin-de Cheng Jun-sheng Zeng Ming Luo Songrong
DOI:
As the mean curve defined in empirical mode decomposition (EMD) is founded on the cubic spline, which may cause envelope overshoot and undershoot, many variants of EMD in improving the mean curve have been proposed and have achieved some results. Generalized empirical mode decomposition (GEMD) integrates several improved EMD methods and selects the best component from different components obtained by sifting with different mean cures in each rank as the final generalized IMF (GIMF). Since the GIMF is the best in each rank, the corresponding results of GEMD are also the best. In this paper the GEMD is introduced firstly and then an improved criterion of GIMF is developed. Furthermore, GEMD has been employed to analyze simulation and mechanical vibration signals and the results show that GEMD is complete, orthogonal and has a better capacity of decomposition than EMD, is suitable for mechanical fault diagnosis as well.
2015 Vol. 34 (3): 123-128 [Abstract] ( 262 ) HTML (1 KB)  PDF (2271 KB)  ( 357 )
129 Modal parameter identification of time-varying structures using a forward-backward time series model based on joint estimation
YANG Wu;LIU Li;ZHOU Si-da;MA Zhi-sai
DOI:
To improve modal parameter identification precision and anti-noise performance, this paper presents an identification approach using a forward-backward functional series vector time-dependent ARMA time series model (FS-VTARMA) based on joint estimation. Firstly, a cost function in the form of mean square error for joint forward-backward estimation of FS-VTARMA model is established. Secondly, the estimated parameters are approximately complex conjugate between forward and backward model for non-stationary signal. Once more, the time-varying model coefficients are obtained using two stages least square (2SLS) method. Finally, modal parameters are extracted from a generalized eigenvalue problem, which is transformed from an eigenvalue equation of the time-varying model. The identification approach is validated by non-stationary vibration signals of a system with time-varying stiffness. The results indicate that the proposed method not only can overcome the shortages of one-step delay and initial prediction error in forward model estimated parameter, but also one-step lead and terminal prediction error in backward model estimated parameters, and has higher modal parameter identification precision and better anti-noise performance.
2015 Vol. 34 (3): 129-135 [Abstract] ( 196 ) HTML (1 KB)  PDF (1359 KB)  ( 84 )
136 Vibration and stability of SMA wires composite shaft -rotor systems
Ren Yongsheng;Zhao Yangsheng;An Ruijun;Dai Qiyi
DOI:
A dynamical model of the rotor system which includes the composite shaft with shape memory alloy (SMA) wires embedded parallel to the shaft axis, isotropic rigid disks and the stiff bearings, is presented and then used to predict natural frequencies and dynamical stability of the rotor systems. A composite thin-walled beam theory based on variational asymptotically approach(VAM) is employed to describe the deformation of the shaft. A thermo-mechanical constitutive equation of SMA proposed by Brinson et al. is used to calculate the recovery stress of the constrained SMA wires. The Hamilton’s principle is used to derive the motion equations of the rotor system, which are discretized and solved by Galerkin’s method. Emphasis is palced on the influcence of SMA wire fraction and initial strain into natural frequencies and critical speeds. Results show that the model presented in this paper can be used to highlight the effect SMA on the dynamic characteristics of the rotor system.
2015 Vol. 34 (3): 136-143 [Abstract] ( 197 ) HTML (1 KB)  PDF (1717 KB)  ( 399 )
144 Research on seismic damage model of corroded steel frame
ZHENG Shan-suo;WANG Xiao-fei;CHENG Yang;SUN Le-bin
DOI:

In order to reasonably describe the seismic damage forms of corroded steel frame and the effects of different levels of corrosion on the seismic performance of steel frames, on the basis of the seismic damage model of steel structure which is proposed by Ou Jinping, et al, the seismic damage model of corroded steel frame is built. To determine the seismic damage model parameters of corroded steel structure, the calculation methods of the bilinear restoring force model feature points of corroded beams and columns member are given, and other model parameter values are obtained by elastic-plastic time history analysis. Using the weighted partial coefficient method to study the multi-scale effect of migration and transformation from member damage to structure damage, the overall seismic damage model of corroded steel frame is established. Combined with the characteristics of damage model in this paper, the corresponding structural damage index ranges with different damage levels are defined. Finally, elastic-plastic time history analysis has been performed for 5 specimens of flat steel frame structures with different corrosion rates, the results show that the damage model in this paper can reflect the degradation of steel frame structure with the corrosion degree in the certain degree.


2015 Vol. 34 (3): 144-149 [Abstract] ( 195 ) HTML (1 KB)  PDF (1252 KB)  ( 125 )
150 Nonlinear bending vibration of an unbalanced rotating composite shaft Hot!
Ren Yongsheng;Zhang Xingqi;Dai Qiyi
DOI:

The dynamic behavior of the rotating composite thin-walled shafts with geometrical nonlineary is studied in the paper. The nonlinear extensional-bending-torsional equations of motion for the rotating composite thin-walled shaft are derived using Hamilton’s energy principle and variational-asymptotical method (VAM). On the basis of von Karman’s assumption, the geometrical nonlineary is included in the relationship of strain and displacement of the shaft. In order to emphatically study nonlinear transverse bending vibration, the effects of extensional and torsional deformations are ignored.Thus, the nonlinear transverse bending equations of motion for the rotating composite thin-walled shaft are obtained, in which external and internal viscous dampings are also considered. Galerkin’s method is used to discretize the governing equations and the ordinary differential equations of the rotating shaft are obtained. By using fourth-order Runge-Kutta method the time respone waveforms, phase plane curves and power spectrums are obtained. The study shows the effect of the external damping, internal damping, eccentricity and rotating speed on nonlinear dynamic behavior of the shaft. Specifically, the numerical simulation results shows that the shaft may exhibit chaotic motion.


2015 Vol. 34 (3): 150-155 [Abstract] ( 185 ) HTML (1 KB)  PDF (2826 KB)  ( 117 )
156 Identification of Loads on the Bearing Based on Support Reaction Meauring Hot!
WEI Wei;ZHANG Zhi-yi;HUA Hong-xing
DOI:
A principle for the measuring of loads on the stern bearing of a propeller shaft in water tunnel is presented in this paper. In this method, loads on the sthern bearing surface are obtained through direct measuring data of the support reactions. Stressed on the theory of measuring method, we established the simplified model of bearing-support structure and obtained the load-response relationship of a pre-loaded support structure through formula derivation as well as the analytical expressions of bearing loads and support reactions. Based on this, a identification algorithm was further established. Simulation results show that this method has relatively high precision, and is suitable for the load identification of the stern bearing of a propeller shaft in water tunnel.
2015 Vol. 34 (3): 156-160 [Abstract] ( 122 ) HTML (1 KB)  PDF (2826 KB)  ( 72 )
161 Study of an approach on simplifying the calculation in rolling ball bearing internal dynamic load distribution
Sheng Xia;Li Beizhi;Zhang Yawei
DOI:
As running at high speed, the rolling elements in the rolling bearing will be influenced by centrifugal force and gyroscopic effect which will cause some significant differences from the time when the bearing is static. The main factors cause those differences include bearing contact angles, axial preload and bearing rotation speed etc. The way of calculating the distribution of bearing internal loads based on Jones & Harris’s model has been widely adapted. However, it involves too many equations, complicated iterations and slow convergence speed. In this paper, regularities and the algorithm of the bearing internal load distribution were analyzed to simplify the J&H bearing model providing a new simplified calculation procedure. The conclusion of comparison shows, under some certain occasions, a considerable reduction of time of numerical calculation using this method.
2015 Vol. 34 (3): 161-166 [Abstract] ( 130 ) HTML (1 KB)  PDF (2033 KB)  ( 162 )
167 Research for a mechanical fault diagnosis method based on improved Hilbert vibration decomposition
Tang Gui-ji;Pang Bin
DOI:

A time-frequently approach based on Hilbert vibration decomposition method is introduced in order to extract fault features of multi-component mechanical fault vibration signals accurately. Firstly, the analysis signal of original vibration signal was obtained through Hilbert transform. Secondly, the non-stationary frequency of the largest component was achieved as a low-pass filter of the instantaneous frequency, the corresponding envelope and initial phase was also estimated according to the synchronous demodulation, then the time-frequency information of each component of the initial signal would be detected by each iteration step. Aiming at overcoming the end effects of HVD, a wave characteristics matching extending method based on correlation coefficient criteria is proposed to improve HVD. The analysis of two simulated signals showed a good capacity of HVD in decomposing the non-stationary multi-component signals, and the results inflected that the improved HVD inhibited the end effects. Finally, an oil whirl of rotor system fault diagnosis instance is given to validate the feasibility of this method.


2015 Vol. 34 (3): 167-171 [Abstract] ( 270 ) HTML (1 KB)  PDF (2458 KB)  ( 408 )
172 Study on Bearing Health Monitoring by using a Novel Fiber Bragg Grating Acoustic Emission Technique
LI Ning;WEI Peng;MO Hong;MEI Shengkai;LI Min
DOI:

The health of bearing has a tremendous influence on rotating machinery. A failing bearing not only could jeopardize the safety of flight but also induce collateral damages. It is necessary to monitor and judge the tiny earlier fault in an effective way. Compared with the conventional vibration detection approach, acoustic emission (AE) can detect the earlier state of the fault, as well as can diagnose the fault type and damage grade. The principle of rolling bearing fault by AE detection and the novel AE detection technique using fiber Bragg grating (FBG) are introduced. A comparative experimental study on the use of FBG sensor and the commercial PZT based transducers AE analysis for defect identification of the seeded defect on the outer race of the test rolling bearing was carried out. The experimental and analyzed results show that the signal of the FBG has better spectra than the PZT with clearer lines and lower noise basis. The fault frequency and damage degree can then be more easily identified. Finally, the applications of this technique in helicopter maintenance are introduced.

2015 Vol. 34 (3): 172-177 [Abstract] ( 216 ) HTML (1 KB)  PDF (2310 KB)  ( 326 )
178 Semi-speed Oil Whirl Fault Component Extraction of Steam Turbine Based on Time-frequency filtering
TENG Wei;AN Hong-wen;MA Zhi-yong;LIU Yi-bing
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Oil whirl of steam turbine is a self-excited vibration, which results from instability of sliding bearing. The vibration frequency of oil whirl is denoted by half of the rotational frequency of rotor shaft or less. Once the frequency of oil whirl is equal to the first critical rotational frequency of rotor shaft, the vibration of steam turbine is intensified and the stability of steam turbine can be destroyed. Gabor transform is a reversible joint time-frequency distribution method, inverse transform of which has the ability of time reconstruction. In this paper, the vibration signals of 850 MW steam turbine are analyzed based on Gabor transform, and the semi-speed oil whirl component representing instability is detected, then the semi-speed component is separated using band-pass filter in time-frequency domain and reconstructed using inverse Gabor transform, at last a peak-to-peak quantization index is calculated to judge the level of oil whirl. The presented method can provide evidence for oil whirl fault diagnosis of steam turbine.


2015 Vol. 34 (3): 178-182 [Abstract] ( 222 ) HTML (1 KB)  PDF (1519 KB)  ( 166 )
183 A MODEL OF MOVING CRACK WITH A LINEAR DISTRIBUTION OF RESTRAINING STRESSES IN THE CRACK TIP ZONE
Tang Xuesong (X.S. Tang);Chen Minwei;Gao Changhui
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The analytical solution of moving Griffith crack model with a constant speed is well known as the Yoffe solution. For a static crack, the strip yielding model is well known as the Dugdale model. It is found that when the Dugdale model is generalized to the moving crack case, the crack opening displacement (COD) is discontinuous with the positive and negative infinite at the Rayleigh wave speed. A restraining stress zone is attached to the crack tip while two speed effect functions are introduced. Assume that there is a linear distribution in the restraining stress zone. The complex function approach is employed to solve the problem. Analytical solutions of dynamic stress intensity factor (SIF) and crack opening displacement (COD) are then obtained. The new COD result is continuous and is a finite value at the Rayleigh wave speed. Some numerical results of COD are given. Some valuable conclusions are obtained.


2015 Vol. 34 (3): 183-187 [Abstract] ( 209 ) HTML (1 KB)  PDF (1537 KB)  ( 133 )
188 Experimental research on aerodynamic coefficient and aerodynamic admittance for transmission tower
DENG Hongzhou;SI Ruijuan;DUAN Chengyin;HU Xiaoyi
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Buffeting forces of structures such as transmission tower usually have highly nonlinear relation to incoming wind fluctuations. Based on wind forces and simultaneous fluctuating wind speed measured from wind tunnel test on a model of 1000kV suspension transmission tower, aerodynamic coefficients and aerodynamic admittance functions are studied. Unsteady aerodynamic coefficients obtained in the test are compared with those estimated starting from linear and Gaussian assumptions. The concept of total aerodynamic admittance including structural aerodynamic damping effect is suggested, which is identified by ratio of power spectral density of wind force to that of fluctuating wind speed. The linear admittances, which represent correlated parts of the wind speeds and wind forces, are also calculated by employing frequency-domain coherence functions. Results show that linear assumption of relationship between time-dependent wind angle of attack and associated aerodynamic coefficient lends more accuracy than Gaussian assumption. Because of the unsteady nature of wind-speed-to-wind-force relation, neglect of aerodynamic admittances will lead to conservative estimation of buffeting responses of the structure. Moreover, effects of wind fluctuations will be underrated if linear admittances are adopted in spite of the prominent nonlinearity between wind speed and wind force.


2015 Vol. 34 (3): 188-195 [Abstract] ( 305 ) HTML (1 KB)  PDF (2541 KB)  ( 93 )
196 Research on structural damage detection method using incomplete measured modal data
Li Shi-long;Ma Li-yuan;Tian Hai-lei;Li Yong-jun
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Owing to the measured modal data is far less than the under identified parameters and the damage identification equation always have large errors, it leads to the application in complex structure is always limited in the traditional damage detection based on model updating. In this paper, the drawback is solved by dividing structural degrees of freedom into measured and unmeasured parts. Meanwhile, the unmeasured parts of the mode shapes of the damaged structure are characterized as a function of the structural parameter and measured parts of the mode shape. Considering damage as a reduction in element stiffness, then using the calculated modal data of an intact structure and the measured modal data of a damaged structure to establish the damage detect equation. The dual constrained objective function succeeds to recognize the changes in structural parameters, utilizing the trust region optimization method. The proposed method are verified by two numerical simulation cases and a damage detection experiment, the results show that it has a good ability to detect any damage of structures using incomplete measured modal data, and the algorithm also has good robustness.


2015 Vol. 34 (3): 196-203 [Abstract] ( 219 ) HTML (1 KB)  PDF (2943 KB)  ( 176 )
204 A new method for Calculating Coupling Loss Factor of the Steel-Aluminum Junction
LIN Yong-shui;WU Wei-guo;CHEN Jing-hao;ZHOU Yong;ZHOU Chao
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Statistical Energy Analysis (SEA) has become a useful technique for providing a solution to high frequency noise and vibration. Coupling loss factor (CLF) is the important parameter for SEA. Based on SEA, Finite Element Analysis (FEA) and Power Injection Method, the paper proposed a numerical calculation method of CLF for Steel-Aluminum Junction and a simulation program by MATLAB. A T-shaped plate structure connected by steel-aluminum transition junction is investigated, which is proved to be reliable by comparison with an experimental method known as Power Injection Method (PIM). In a word, it has a great significance in improving the accuracy of SEA prediction and gives useful advice to structure acoustic design.
2015 Vol. 34 (3): 204-209 [Abstract] ( 236 ) HTML (1 KB)  PDF (2137 KB)  ( 179 )
210 Diagnosis Method of Turbine Gearbox Crack Based on Wavelet Packet and Cepstrum Analysis
LUO Yi;ZHEN Li-jing
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In order to monitor and maintain turbine gearbox in time, This article presented a diagnosing method to turbine gearbox crack based on wavelet packet and cepstrum analysis. According to the characteristics that gear crack vibration signals being speed-frequency modulating meshing frequency and its octave, the meshing frequency range of the fault parts can be concluded through wavelet packet band energy monitoring, during which the wavelet packet decomposition was put forward to identify the fault features of the vibration signals. Considering that the cepstrum can separate and extract the period component of the dense modulating signals which were difficult to identify, and that it also can recognize the speed-frequency of the fault parts, we diagnosed the type and location of the fault parts through meshing and speeding frequency concluded from the utilization of these two kinds of spectrum analysis method. Experimental research has proved that the proposed method can diagnose the gear crack fault accurately, and moreover, this method can be applied to monitor the degraded condition in complex environment of wind turbine gear and thus preventing major faults from occurring such as broken teeth.


2015 Vol. 34 (3): 210-214 [Abstract] ( 277 ) HTML (1 KB)  PDF (1457 KB)  ( 268 )
215 Multi-objective optimization of airbag cushion system for airdropping equipment based on surrogate model
HONG Huang-jie WANG Hong-yan LI Jian-yang RUI Qiang
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Based on finite element method and control volume method, a finite element model of equipment and its airbag cushion system were established and verified experimentally. The simulation of an impact of a few tenths of a second duration typically required tens of hours of CPU time. As a result, the optimization of the design based on a nonlinear model was very difficult by traditional iterative approach method. In order to overcome this problem with the design optimization of airbag cushion system for airdropping equipment, surrogate models were employed instead of the complex finite element model based on Extended Latin Hypercube method and Radial Basis Function. The height of airbag, the width of airbag and the area of vent hole were chosen as design variables. Then Pareto optimal solution sets based on response surfaces were obtained by multi-objective Genetic Algorithm. After optimization, the maximum acceleration reduces 19%, while the maximum attitude angle reduces 1%.The results show that the cushion performance and stability of airbags cushion system are obviously improved through optimization.

2015 Vol. 34 (3): 215-220 [Abstract] ( 213 ) HTML (1 KB)  PDF (1875 KB)  ( 81 )
221 Modeling and hot-roll technique research on non-smooth surface of processing robot
GU Yun-qing ZHAO Gang YU Wei-bo MU Jie-gang ZHENG Shui-hua
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In respect of processing issue of drag reduction structure on oil and gas pipeline inner coating, a method of processing the drag reduction structure of bionic non-smooth surface on the coating surface of inner sides of pipeline was proposed. A structure model of inner sides of pipeline roll processing robot was established, and the movements of double cam component were proceed dynamics analysis. Combined with flow characteristics of the material, the flow characteristics of polymer coating material nearby the glassy state transformation temperature were analyzed. A mathematical model of the viscoelasticity of polymer was presented to describe the rheological behavior of polymer coating. Also, a method of numerical simulation was used to investigate the influence of controlling parameter on the hot rolled surface quality in the hot rolling process, and rolling experiment at the rolling speed of 0.5, 1.0, 1.5 rad/s was finished. The results showed that at constant temperature, the flow deformation of the polymer material was increasing with increasing time, and the stress relaxation phenomenon of Coating pit morphology suspended as the temperature decreased at the end of time. With the constant rolling speed, replication ratio of polymer coated pits increased with the rise of temperature. Also, the creep deformation speed rises when the temperature is high. Specially, when the rolling temperature is maintained in 2/3T of 150 ℃, the effect of morphology of Polymer coated pit obtains the best, and prolonging the dwell time can achieve the same filling effect at low rolling temperature. The pit morphology after rolling is closest to the ideal one at the rolling speed of 0.5 rad/s, which shows well the time dependence of polymer.

2015 Vol. 34 (3): 221-228 [Abstract] ( 250 ) HTML (1 KB)  PDF (2136 KB)  ( 86 )
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