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2017 Vol. 36, No. 23
Published: 2017-11-28

 
1 A review of human-induced loads study
CHEN Jun1,2
Human-induced loads are dynamic actions exerted on supporting parts of structures by their users due to users  walking, jumping, running, dancing, bend and stretch, suddenly seating sown or standing up, and going up and down stairs to causevibrations of long-span light and flexible engineering structures, such as,long -span floors, pedestrian bridges, long cantilevered structures, sports grand stands and flexible stairs; if those loads are serious, it may lead to vibration serviceability problems. Studying human-induced loads is an important foundation for structures  engineering design and comfort evaluation due to human-induced vibrations. Here, based on summarizing the characteristic of human-induced loads and classifying them, the state -of-the -art studies and developments of human -induced loads  were then reviewed, the loads due to human s walking and jumping were focused on, challenges of advanced test techniques and
modeling faced by researchers were analyzed, the problems to be solved in future were discussed preliminarily.


2017 Vol. 36 (23): 1-9 [Abstract] ( 567 ) HTML (1 KB)  PDF (1398 KB)  ( 240 )
10 Life prediction for rolling bearings utilizing both failure and truncated samples
ZHANG Yan1, TANG Bao-ping1, HAN Yan1, CHEN Tian-yi2
To overcome the limitations that the traditional bearing life prediction method relies on a database of failure samples and it cannot effectively utilize truncated samples, an intelligent method utilizing both failure and truncated samples was proposed for bearing life prediction. Firstly, the trend model for features characterizing bearing degradation was constructed based on the function principal component analysis (FPCA), and each feature was decomposed into a mean value, an eigenvector and a score vector of function principal components (FPC-scores). Secondly, the optimal life value of each truncated sample was estimated by minimizing the similarity index between its score vector and those of failure ones. Thirdly, all features in the whole life duration of each sample were estimated and reconstructed based on the feature trend model to generate training data. Finally, the prediction model was constructed based on a least square support vector machine for bearing life prediction. The test results of rolling bearings’ life prediction showed that the proposed method can improve the bearing life prediction accuracy with truncated samples, and it is robust to a certain level data missing.
 
2017 Vol. 36 (23): 10-16 [Abstract] ( 272 ) HTML (1 KB)  PDF (881 KB)  ( 150 )
17 Vibration control of flexible similar structures with detuned parameters
Yajun Luo, Shuai Zhang, Xi Liu, Xinong Zhang
Coupled dynamic modeling and vibration control of flexible similar structures with detuned parameters are important to designing aerospace structures. The coupled dynamic model of a system was established with Lagrange method and its responses were decoupled based on the least square method. Furthermore, the active vibration control model was built and simulated to study the suppression of unstable responses of flexible similar structures with detuned parameters. Finally, the system modal localization caused by detuned parameters was simulated and analyzed. From vibration control simulation results, it was indicated that the proposed active vibration control method for flexible similar structures with detuned parameters based on their decoupled responses is effective.


2017 Vol. 36 (23): 17-21 [Abstract] ( 202 ) HTML (1 KB)  PDF (770 KB)  ( 81 )
22 Numerical simulation method for 2-DOF vortex-induced vibration
Sun Liping,Zhang Xu,Ni Wenchi
The existing simulation results for 2-DOF vortex-induced vibration are not satisfied, especially, the maximum amplitude estimation of its responses. In tests of Jauvtis & Williamson, the maximum amplitude of a cylinder with a low mass ratio could reach 1.5D, this phenomenon was named “super upper branch”. But, few simulation results of current studies can reach 1.3D even unable to capture super upper branch. The reasons were likely to be defects of the turbulence model itself and the unreasonable setting of numerical simulation parameters. Aiming at the problems mentioned above, an improved k-ε turbulence model was used to study the effect of acceleration on responses of vortex-induced vibration here based on the software OpenFOAM and optimize the numerical simulation method. By analyzing responses of amplitude, phase, trajectory and tail vortex, it was shown that 2-DOF vortex-induced vibration can be numerically simulated more accurately with the improved k-ε turbulence model under appropriate accelerations.
 
2017 Vol. 36 (23): 22-26 [Abstract] ( 276 ) HTML (1 KB)  PDF (1956 KB)  ( 179 )
27 Numerical simulation of ACVs’ ice-breaking based on Rankine source method
LI Yu-chen, LIU Ju-bin, DING Zhi-yong, ZHANG Zhi-hong
 Based on the viscoelastic thin plate assumption and the potential flow theory, a unified theoretical dynamic model was established to study ice layer-water layer vibration problems due to ACV sailing on water surface, ice surface or broken ice surface. The numerical method combing Rankine source method and the finite difference method (FDM) was proposed, the prediction method for ice layer-water layer displacement responses, stress distribution and ice-breaking effect was established using the simulation program written with C language and Matlab. Aiming at characteristics of ice layer in Yellow River water field, its stress distribution and ice-breaking effect were simulated numerically when ACVs sailing at subcritical speed, critical one and supercritical one. These simulated results showed that the established theoretical model and simulation method can not only reflect ice layer displacement deformation and its internal stress distribution characteristics, but also capture the critical speed of ACVs’ ice-breaking; the ice layer’s vibration features calculated agree well with those in the existing literature.



2017 Vol. 36 (23): 27-31 [Abstract] ( 131 ) HTML (1 KB)  PDF (2119 KB)  ( 77 )
32 Dynamic simulation for flexible multibody systems containing frictional impact and stick-slip processes
QIAN Zhenjie 1, ZHANG Dingguo 2,Jin Chengqian 1
The dynamic simulation including modeling and automatic switching for flexible multibody systems was investigated using Lagrange multiplier method and the high order rigid-flexible coupled theory. Based on variable topology idea, dynamic equations and the corresponding constraint conditions were established, respectively for detachment, impact, viscous contact and slip contact states. The impulse-momentum method was used to solve the impact initial conditions. The concept of tangential sliding friction force potential energy was introduced to describe the corresponding generalized impact forces with Lagrange equations. The switching criteria among contact, detachment, stick and slip were built to realize the global dynamic automatic switching of the system. Examples were numerically simulated to analyze the complex non-smooth phenomena including forward/backward slip and slip/stick( micro slip) to verify the effectiveness of the proposed model and algorithms.
 
2017 Vol. 36 (23): 32-37 [Abstract] ( 231 ) HTML (1 KB)  PDF (808 KB)  ( 112 )
38  Aerodynamic forces and wind loads calculation method for stay-cables with different surface roughness
LIU Qingkuan1, 2, YAN Xudong3, LI Conghui3, ZHENG Yunfei3, Ma Wenyong1, 2, Liu Xiaobing1, 2
Most parts of wind loads on a large span cable-stayed bridge are caused by cables. It is very important to determine wind forces on cables exactly for bridge design and analysis. Through wind tunnel tests, aerodynamic forces of 8 types of cables with different surface roughness were measured, the influences of surface roughness on Reynolds number effect and aerodynamic force characteristics were studied, the maximum wind load on a cable of a practical bridge was calculated. Results showed that the cable surface roughness has obvious effects on aerodynamic force; with increase in the cable surface roughness, Reynolds number effect decreases gradually; for different surface roughness of a cable, wind velocities corresponding to the maximum wind loads are different; for real bridge design, the maximum wind loads of cables should be determined according to their surface roughness. 


 
2017 Vol. 36 (23): 38-44 [Abstract] ( 144 ) HTML (1 KB)  PDF (1731 KB)  ( 140 )
45 Parametric optimization of sparse decomposition based on multi-objective particle swarm optimization algorithm
WANG Qiang, ZHANG Pei-lin, WANG Huai-guang, ZHANG Yun-qiang, LI Yi-ning
Aiming at complex parameter setting in sparse decomposition process of vibration signals, the multi-objective particle swarm optimization algorithm was put forward for parameter optimization of sparse decomposition to realize effective compression of vibration signals. According to the multi-objective particle swarm theory, a model was established to determine objective function for the particle swarm optimization algorithm and parameters to be optimized, and the functional relation among parameters and the objective function was analyzed. A simulation test was designed to study constraint relations among indexes for data compression, guide the parameter optimization of the multi-objective particle swarm optimization algorithm, and improve the effects of data compression. The measured data were used to verify the parameter optimization ability of the multi-objective particle swarm optimization algorithm. The test results showed that the multi-objective particle swarm optimization algorithm can be used to optimize parameters for sparse decomposition of vibration signals, and get the good effects of data compression of vibration signals.



2017 Vol. 36 (23): 45-50 [Abstract] ( 200 ) HTML (1 KB)  PDF (1325 KB)  ( 72 )
51   Multi-field coupled nonlinear vibration analysis of micro-films
FU Xiao-rui,DANG Ya-hui,XU Li-zhong
Here, dynamic equations of a multi-field coupled micro-film were deduced considering the action of molecular forces. Utilizing Linz Ted-Poincaré method, the micro-film’s nonlinear natural frequencies and corresponding vibrational shape equation were derived. The effects of molecular forces on the micro-film’s nonlinear natural frequencies and free vibration were analyzed. A resonant film was designed and manufactured using the micro-processing technique. The method of electrostatic excitation-capacitance detection was used to measure the micro film’s nonlinear natural frequencies. The results showed that the smaller the size of the micro-film, the larger the effects of molecular forces on the micro-film’s nonlinear natural frequencies. The study results had a guiding significance for the further miniaturization of pressure sensors.
 


 
2017 Vol. 36 (23): 51-57 [Abstract] ( 149 ) HTML (1 KB)  PDF (1607 KB)  ( 80 )
58 Three-dimensional dynamic modeling and parametric analysis for quasi probe-cone soft docking used in miniature satellites
QI Jie, ZHANG Xiang, ZHAO Yong, HUANG Yiyong
Aiming at probe-cone docking mechanisms used in miniature spacecrafts for unmanned autonomous on-orbit service, a soft docking scheme of adding a buffer system at the end of the rod butt was proposed. A three-dimensional dynamic model for the docking system was built based on Lagrange method, the principle of virtual work was used to solve the generalized force matrix. The contact search algorithm was utilized to determine contact point positions, the section method was employed to convert a three-dimensional space search problem into a two-dimensional planar solution. According to relative position and relative speed of contact points, a method was proposed to solve a tangential contact force in a three-dimensional space.  Moreover, the theoretical model was verified through comparing the results of the finite element method with those of this model. Assessment criteria of docking system capture were established through the simplified design of capture lock. Dynamic simulation analyses were performed under different cushioning characteristics. The influence of changes of buffer parameters on docking process of micro-satellites was analyzed, the optimization method for buffer parameters was proposed to provide a valuable reference for the buffer system design of a probe-cone docking mechanism.

2017 Vol. 36 (23): 58-67 [Abstract] ( 110 ) HTML (1 KB)  PDF (1821 KB)  ( 91 )
68 Rolling bearing fault diagnosis based on bacterial foraging algorithm and deep belief network
Tao Jie1,2Liu Yilun1,3Yang Dalian1,4Bin Guangfu4
When studying rolling bearing fault diagnosis with the deep belief network method, parameters in the deep belief network have a great effect on fault diagnosis results and it is hard to obtain suitable parameters. Here, the fault diagnosis method based on the bacterial foraging algorithm and the deep belief network was proposed to improve the correct rate of bearing fault diagnosis. The parallel search ability of the bacterial foraging algorithm was adopted to effectively choose the number of hidden layer, the number of hidden nodes, the learning rate in a deep belief network. The deep belief network’s training data classification error was used to calculate the fitness function of the bacterial foraging algorithm to build an appropriate fault classifier and finish rolling bearing fault diagnosis. The test results showed that the correct rate of the proposed method for rolling bearing fault diagnosis reaches 98.5%; compared with BPNN, SVM and KNN methods, the proposed method can more stably and more accurately identify rolling bearing faults.


2017 Vol. 36 (23): 68-74 [Abstract] ( 132 ) HTML (1 KB)  PDF (1571 KB)  ( 65 )
75 Magnetoelastic resonance of a conductive circular plate rotating with varying velocity under combined parametric and forced excitations
LI Zhe HU Yu-da
Magneto-elastic resonance of a conductive circular plate rotating with varying velocity under combined parametric and forced excitations was investigated. The conductive circular plate was subjected to parametric excitations due to the time-varying rotating speed and magnetic field forces. The magneto-elastic parametric vibration equations of the variable-velocity rotating conductive circular plate were established, its axisymmetric vibration differential equation under combined parametric and forced excitations was obtained through the application of Galerkin method. Then, the multi-scale method was applied to derive two conditions for resonance occurring, two corresponding amplitude-frequency response equations were deduced, respectively. The influences of plate’s coordination parameters, magnetic field parameters, rotating speed and excitations on the vibration performance of the circular plate were studied. Amplitude-parameter curves of two resonance conditions were compared, and the influences of parameters on the system’s stability were discussed. According to the global bifurcation diagram of the system, the influences of changes of bifurcation parameters on the system dynamic characteristics were discussed.

2017 Vol. 36 (23): 75-82 [Abstract] ( 112 ) HTML (1 KB)  PDF (2730 KB)  ( 22 )
83 Dynamic characteristics for a spatial-axisymmetric fluid-saturated porous thermo-elastic cylinder based on DQM
ZHU Yuan-yuan 1 HU Yu-jia 2 CHENG Chang-jun 3 Zheng Xiao-mei 1
Dynamic characteristics of an incompressible spatial-axisymmetric fluid-saturated porous thermo-elastic cylinder subjected to a surface temperature loading were studied in case of local thermal equilibrium. Firstly, the mathematical model of the problem was established based on de Boer porous media theory. Then, the differential quadrature method, the second-order backward difference scheme and Newton-Raphson iterative method were synthetically used to solve the mathematical model and obtain the numerical results of the unknown quantities at every discretized point, and the dynamic characteristics of the cylinder were further studied. In order to verify the validity of the proposed method, the dynamic consolidation problem of an incompressible fluid-saturated porous elastic cylinder was computed with this method. The obtained numerical results agreed well with the analytical ones published by de Boer et.al, it was shown that the proposed method has two advantages: smaller amount of computation and higher accuracy. Finally, the dynamic characteristics of a spatial-axisymmetric fluid-saturated porous thermo-elastic cylinder subjected to mechanical load or both mechanical load and temperature load were studied and compared, the effects of material’s some parameters on the dynamic characteristics of the cylinder were investigated.
 
2017 Vol. 36 (23): 83-91 [Abstract] ( 123 ) HTML (1 KB)  PDF (1063 KB)  ( 41 )
92 Modal characteristics confirmation of a rod-fastening rotor based on Bayesian theory
BIAN Tao1, XIE Shou-sheng1,2, REN Li-tong1, ZHANG Le-di1,LIU Yun-long1
In order to reflect the real vibration characteristics of rod-fastening rotors of high pressure spool(HPS) in an aero-engine, Here, a FE (finite element) model modal characteristics confirmation method based on Bayesian theory was proposed. An elastoplastic slip model with non-linear hysteretic behavior was introduced to determine regions of uncertain parameters. According to this model, the likelihood function for modal data characteristics was built using Bayesian theory, Bayesian updating procedure was implemented using a multi-level Markov chain Monte Carlo (MCMC) algorithm. In addition, the adaptive hierarchical sparse grid collocation (ASGC) method was used to construct the stochastic surrogate model for the posterior probability distribution calculation of uncertain parameters, it reduced the amount of computation of the MCMC for large FE models like HPS. The real example of an aero-engine’s high pressure rotor was given, the results using this modal characteristics confirmation method were compared with its test data, it was shown that the proposed method can determine regions and varying law of HPS feature frequencies, its effectiveness is verified.


2017 Vol. 36 (23): 92-98 [Abstract] ( 108 ) HTML (1 KB)  PDF (1879 KB)  ( 42 )
99 Compensation strategy of suspension force for a bearingless permanent magnet slice motor under dynamic disturbances
ZHU Huangqiu ZHAO Yuliang HU Yamin ZHU Suming
In the traditional bearingless permanent magnet slice motor (BPMSM), radial displacement’s closed loop control was used to realize indirectly the stable control of suspension force. If the motor’s rotor is subjected to radial interferences, the accuracy of suspension force control and its dynamic performance are restricted. Besides, the phase information needed for suspension force control relies on accurate measurement of rotor position to make the control system be more complex. In order to solve the problems mentioned above, here the relationship between suspension force changes and flux linkage changes of suspension force winding in a BPMSM was deduced. Then the double-closed loop compensation control strategy for radial suspension force and radial displacement was proposed. The flux linkage of torque winding was identified based on the voltage-current model to improve greatly the motor control flexibility. The simulation and test results showed that the proposed suspension force control method can improve the control accuracy and dynamic performance of suspension force; the control system has a strong anti-disturbance ability, good static and dynamic performances.
 


2017 Vol. 36 (23): 99-105 [Abstract] ( 129 ) HTML (1 KB)  PDF (1644 KB)  ( 31 )
106 Seismic vulnerability analysis for a RC hyperbolic cooling tower under multi-dimensional earthquakes
ZHOU Chang-dong, WANG Peng-guo, TIAN Miao-wang, ZHANG Xu, MA Xin
Using a numerical simulation method, the vulnerability of a RC cooling tower located in Liaoning Anshan was evaluated. The FE software ABAQUS was adopted to establish its analysis model. According to field conditions of the place where the structure was located, a series of reasonable ground motion records were selected to consider the uncertainty of earthquake. Material strain and peak ground acceleration (PGA) were taken as the structure seismic demand parameter and earthquake intensity parameter, and then the structure’s damage state was divided into five levels. Unidirectional, horizontal-bidirectional and three-directional seismic actions were exerted on the structure, respectively. Based on the incremental dynamic analysis and the lognormal distribution hypothesis, the probabilistic seismic demand model of the structure was established by means of the regression analysis, the structure’s seismic vulnerability curves were obtained. Furthermore, the structure’s anti-collapse security reserve was assessed. The results showed that the damage probability of the cooling tower structure under horizontal-bidirectional seismic action is much larger than that under unidirectional seismic action; vertical seismic action has little effect on the vulnerability of the cooling tower; the structure meets the requirement of “no collapse under strong earthquake” according to its safety margin analysis.


2017 Vol. 36 (23): 106-113 [Abstract] ( 140 ) HTML (1 KB)  PDF (2096 KB)  ( 125 )
114 Multi-crack detection in pipes using ultrasonic guided wave based on phase trajectories
WEN Yu-li1,WU Jing1,LIN Rong1,NIE Zhen-hua1,MA Hong-wei1,2
In multi-crack detection of ultrasonic guided wave, defects are not easy to recognize because the amplitudes of defect echoes are small and the waveforms are complex. Here, an approach for detection of steel pipes was proposed based on phase trajectories of a Duffing chaotic system. Firstly, the principle of using a chaotic system’s phase trajectories to recognize ultrasonic guided wave signals was introduced, the parameters of the chaotic system were determined based on phase trajectories recognition combined with ultrasonic guided wave detection. Then, guided waves propagating in pipes were simulated via ANSYS, and the white Gaussian noises were added into the simulated signals to simulate the environmental noise. The test signals were obtained from a six-meter long steel pipe with different sizes of two-crack in it. The simulated and test guided wave signals were detected, respectively with the chosen Duffing chaotic system, they were compared. Finally, the defects’ position was determined with the dichotomy method. The detected phase trajectories results showed that the proposed approach can be applied to effectively recognize defects of two-crack in pipes, and it improves the sensitivity of ultrasonic guided wave detection.
 

2017 Vol. 36 (23): 114-122 [Abstract] ( 189 ) HTML (1 KB)  PDF (4815 KB)  ( 61 )
123 Seismic isolation performance of a single tower structure on a large chassis with different indentation ratios
WU Ying-xiong, HUANG Jing, YAN Xue-yuan, CHEN Zi-xuan, QI Ai
In studies on seismic isolation structure for a single tower on a large chassis, few attentions were paid to the influence of the indentation ratio on the seismic isolation effects. A single tower on a large chassis with the tower indentation ratio of 1:3 was taken as a model with 3 structural forms including base seismic isolation, interlayer seismic isolation and aseismic one. One-way shaking table test was then conducted on these 3 models. 3 models were numerically simulated, their results were verified by comparing them with the results of shaking table tests. Numerical analyses were performed on another four models with the tower indentation ratio of 1:1.5, 1:2, 1:2.5 and 1:3, respectively. The results showed that compared with the aseismic structure model, the acceleration amplification coefficient of each floor of the base seismic isolation model slightly increases with increase in the floor number,but the whole structure response is close to translational motion; for the interlayer seismic isolation model, its acceleration response is close to translational motion, the acceleration amplification coefficient of its chassis is larger than that of the aseismic model, and it increases with increase in the floor number; the damping effect of the interlayer displacement of the base seismic isolation model is remarkable, while the poor damping effect of the interlayer seismic isolation model’s chassis is observed; the chassis responses are quite different for the base seismic isolation model and the interlayer seismic isolation one; the acceleration amplification coefficients of the three structural models increase with increase in the indentation ratio, the amplitude increase values of the base seismic isolation model and the interlayer seismic isolation one are relatively small, and that of the aseismic model is larger; the results can provide a reference for seismic isolation scheme selection and seismic isolation design of a single tower on a large chassis.


2017 Vol. 36 (23): 123-130 [Abstract] ( 156 ) HTML (1 KB)  PDF (2279 KB)  ( 57 )
131 Towing tank tests for vortex-induced vibrations of a circular cylinder 
GAO Xi-feng, ZHOU Li-dan, XU Wan-hai, MA Ye-xuan, WU Meng-ning
Till now, a large number studies on vortex-induced vibrations (VIV) of flexible cylinders have been performed, but the in line (IL)-cross flow (CF) coupled VIV still needs to study further. Here, a towing tank test of VIVs of a circular cylinder was designed. The aspect ratio (length/diameter) of the cylinder model was 195.5 and its mass ratio was 1.82. With this cylinder model, the coupling effect between IL and CF VIVs was analyzed. The structural vibration was measured by means of strain gages and the modal analysis method was used to analyze the test data. It was shown that the coupling phenomenon between IL-VIV and CF-VIV is very obvious; the trajectories of different measured points have many complex forms, such as, “8-shape”, “inverted tear drop” and “mouth-shape”.



2017 Vol. 36 (23): 131-136 [Abstract] ( 144 ) HTML (1 KB)  PDF (1257 KB)  ( 87 )
137 Optimal sensors locating for wind-induced responses measurement of tall buildings
LI Zheng-nong ZHU Ai-ming
A methodology to seek a network graph s P-gravity  center utilizing graph theory was used to study optimal sensors locating for wind-induced responses measurement of tall buildings. Firstly, the measured data of high–rise buildings bearing wind loads were collected, then these data were processed, the tall building was simplified as a layer model, and the model was converted into a network graph. The graph s parameters, such as, vertex weighting, boundary value and weighted distance matrix were calculated.  Finally, the gravity center of the graph was calculated with the algorithm to seek the lower bound of P-gravity center. The obtained gravity center was analyzed to determine sensorslocations. An example of tall building  was used to illustrate this method . After optimizing sensors locating, the tallbuilding responses  new  information was obtained. With the new information, the structure s flexibility function wascomputed and compared with the known optimal value of the structure’s flexibility function. It was shown that both of them agree well; so the proposed method has a good accuracy and the optimal sensors locating problem is well solved.

 

2017 Vol. 36 (23): 137-143 [Abstract] ( 127 ) HTML (1 KB)  PDF (1031 KB)  ( 76 )
144 Reduced order model based on proper orthogonal decomposition for two-dimensional panel flutter
MEI Guan-hua 1, ZHANG Jia-zhong 2, KANG Can 1
Here, a reduced order model (ROM) was developed based on Galerkin method and the proper orthogonal decomposition (POD) with higher effectiveness and wholeness for two-dimensional panel flutter. Firstly, the classic Galerkin method, the traditional POD mode extraction method and the ROM construction method for two-dimensional panel flutter were introduced briefly. Then, in order to simplify the process and improve the efficiency, a new method was proposed to extract POD modes and construct ROM in the modal space spanned with Galerkin basis functions, the equivalence of this method to the traditional POD-ROM method was proved. Furthermore, through the POD modal analysis of typical responses of a panel, it was clarified that the POD modes can effectively reflect the most intrinsic characteristics of the system. Finally, a global ROM for the panel flutter was established based on POD modes in the case of a chaotic response of a panel, and it was employed to study the bifurcation behavior and boundaries of the stable region of the system in detail. The calculation results showed that the accuracy of this POD-ROM is very close to that of Galerkin method, its efficiency, however, is highly improved; the proposed method can be extended to construct ROMs for other complicated dynamic systems.

 
2017 Vol. 36 (23): 144-151 [Abstract] ( 167 ) HTML (1 KB)  PDF (1656 KB)  ( 78 )
152 Solving piezoelectric energy acquisition problem for vortex induced vibration with Adams method
Yin Zhong-jun, Zhao Jiu-song,Zhang Hang,Han Tian
Here, the energy acquisition problem of vortex-induced vibration in a flow-machine-electricity three-phase coupling flow around a cylinder was studied. The electro-mechanical coupled frequency and damping of the system were solved by using the matrix method, and the cylinder vibration response was obtained by solving the electromechanical coupled vibration equation with the software FLUENT. Then the electromechanical coupled output voltage and output power were solved with Adams method. The effects of external load on the electromechanical coupled output voltage and output power were investigated. Besides, the changes of electromechanical coupled output voltage with external load variation under wake interferences were examined. The results showed that the electromechanical coupled output voltage solved with Adams method  has a wider  frequency range; the electromechanical coupled output voltage is proportional to external load; the electromechanical coupled output power reaches its maximum value when the external load R=106 Ω; when the reduced velocity Ur is equal to 5, the electromechanical coupled damping has an obvious suppression effect on the vibration amplitude of the downstream cylinder under wake interferences.



2017 Vol. 36 (23): 152-156 [Abstract] ( 217 ) HTML (1 KB)  PDF (1294 KB)  ( 75 )
157 Complex modal shapes superposition response spectrum approach based on vibration isolation structure benchmark model
CHEN Huating1,TAN Ping1,PENG Lingyun2,LI Zhishan1,ZHOU Fulin1
A vibration isolation structure is composed of a superstructure and a vibration isolation layer including vibration isolation bearings and dampers with different damping features from those of superstructure, these dampers possess typically non-proportional damping features. So, the damping matrix of this system can’t be decomposed via the system’s undamped modal shapes and the traditional modal shapes superposition response spectrum method is not applicable to this system. Here, based on the random vibration theory and considering features of vibration isolation structures, a multi-dimensional earthquake complex modal shapes superposition response spectrum method was proposed, it could consider non-proportional damping features. The error of the forced decoupling method, an approximate approach commonly used, was studied. It was found that the energy transfer between the superstructure and the vibration isolation layer is prevented with this method to cause smaller seismic responses of the superstructure. The vibration isolation benchmark model was taken as an example to implement the time-history method, the forced decoupling method and the proposed complex modal shapes superposition response spectrum method, respectively. Three results were compared, it was shown that the proposed method has a better accuracy and can fully reflect the non-proportional damping characteristics in vibration isolation systems; when the damping of the vibration isolation layer is larger, the forced decoupling approach has a worse accuracy, it can’t reflect the amplification effects of the superstructure seismic responses due to damping of the vibration isolation layer.
 
2017 Vol. 36 (23): 157-163 [Abstract] ( 201 ) HTML (1 KB)  PDF (1042 KB)  ( 99 )
164 SEA weighted digraph method for vibro-acoustic energy transmission path analysis in cabins
ZHANG Wenchun 1, DUAN Shulin 1, XING Hui1, YAN Jin 2 SONG Yuchao1
Vibro-acoustic energy transmission path is one of important bases for noise control in ship cabins. Based on the definition of the statistical energy analysis (SEA) model often used for mid and high frequency domain, the SEA weighted digraph was introduced to solve ship cabin noise transmission problems. A SEA system was equivalent to a digraph GSEA consist of nodes and directed edges, a noise transmission path problem was converted into to solve the maximum weight path in GSEA . Similar to the methodology in the shortest path graph theory, the path deviation algorithm was adopted to find   path with the maximum weight, it was called   dominant transmission path in GSEA. An example in a ship was used to demonstrate the application of the proposed method. Noise contribution of different sources to an accommodation cabin was determined firstly, and the subsystems with higher energy level were chosen as the objects to be analyzed. The dominant transition path was solved with the SEA weighted digraph. The results revealed the mechanism of energy transmission through structures and cabins, and provided a guide for ship denoising optimization.


2017 Vol. 36 (23): 164-169 [Abstract] ( 111 ) HTML (1 KB)  PDF (1219 KB)  ( 105 )
170 Performance degradation assessment for mechanical equipment based on DPMM-CHMM
JI Yun WANG Heng ZHU LongBiao LIU Xiao
Aiming at the deficiency of the traditional HMM model, the performance degradation evaluation method for mechanical equipment based on DPMM-CHMM was proposed. With this new method, the automatic clustering function of DPMM model was adopted to realize adaptive changes and dynamic adjustment of a structure model according to the observed data to get the optimal degradation state number in the operation process of mechanical equipment. With good analysis and modeling capabilities of CHMM, the equipment degradation state transition path was obtained to realize the degradation state recognition and performance assessment of mechanical equipment in its operation process. Rolling bearing whole life data were studied, the results showed that the proposed method is feasible, it provides a theoretical guidance for the maintenance of mechanical equipment based on its state.


2017 Vol. 36 (23): 170-174 [Abstract] ( 163 ) HTML (1 KB)  PDF (806 KB)  ( 245 )
175 Tests for Effect of encased steel plate on anti-impact performance of a RC Pier
HAN Yan1,2 FAN Dongzhen1 LIU Shan1
Dynamic performance model tests were conducted on an ordinary RC pier and a steel encased concrete pier under vehicle collisions, respectively. Through measuring and comparatively analyzing impact force time history curves, pier acceleration and reinforcement strain time history curves, the effect of the encased steel plate on improving the pier’s anti-collision ability was studied. The results showed that vehicle impact force and pier acceleration at the impact position of the steel encased concrete pier are less than those of the ordinary RC pier, and the reinforcement peak compressive strain at the pier root also greatly reduced; so, the encased steel plate can effectively reduce vehicle impact actions exerted on bridge piers, therefore it is an effective method to protect pier structures from vehicle impacts.



2017 Vol. 36 (23): 175-180 [Abstract] ( 136 ) HTML (1 KB)  PDF (961 KB)  ( 70 )
181 Effects of internal damping on dynamic stability of a rotating composite shaft
RENYongsheng, SHI Yuyan, ZHANG Yuhuan
As composite material has a higher damping capacity than metallic materials do, a supercritical rotating composite shaft under the action of material’s internal damping is easier to have an unstable self-excited vibration. Here, based on the basic equations for constitutive relations and strain-displacement relations of composite material, the kinetic energy, the potential energy, and the internal damping dissipative energy of the rotor system including the rotating composite shaft were derived with Bernoulli-Euler beam theory and considering dissipative characteristics of viscoelastic damping. The rotor system’s equations of motion were deduced using Hamilton principle. Galerkin method was used to solve the rotor system’s equations of motion in complex coordinates to derive the characteristic equations of the rotor system. The rotor system’s natural frequency versus rotating speed curve and damping versus rotating speed curve were obtained through numerical analysis. From these curves, the critical rotating speed and instability threshold of the system were gained. The effects of ply angle, stacking sequences, and ratio of length to outer radius on the system’s critical rotating speed and instability threshold were analyzed .The correctness of the dynamic model built here for the rotor system was verified by comparing the calculated results of critical speed and damping of the rotor system with those available in literatures.
 
2017 Vol. 36 (23): 181-186 [Abstract] ( 138 ) HTML (1 KB)  PDF (745 KB)  ( 56 )
187 An improved kurtogram method and its application in fault diagnosis of rolling element bearings under complex interferences
GU Xiao-hui 1,2,YANG Shao-pu 1,2,LIU Yong-qiang 2,LIAO Ying-ying 2
Fast Kurtogram is one of the most useful methods in fault diagnosis of rolling element bearings. However, in some cases of complex interferences, it cannot exactly recognize the optimal resonance frequency band for envelope demodulation due to that the kurtosis index is too sensitive to impulsive noise. In fact, the envelope spectrum of demodulated signals in frequency domain has a certain immunity ability to noise, the bearing fault characteristic frequency and its harmonics often appear clearly with typical periodic impulse features in the envelope spectrum. Here, the frequency domain correlated kurtosis was proposed to quantitatively describe envelope spectrum amplitudes of narrow-band signals and generate a kurtogram. Simultaneously, the proposed method was applied in the compound fault detection based on the directivity of correlated kurtosis. In addition, two cases of real bearing fault signals were employed to verify the effectiveness and robustness of the proposed method in bearing weak fault diagnosis and compound fault diagnosis.
2017 Vol. 36 (23): 187-193 [Abstract] ( 337 ) HTML (1 KB)  PDF (1767 KB)  ( 224 )
194 Modeling for surface roughness of hard and brittle materials in axial ultrasonic vibration grinding
HE Yu-hui, WAN Rong-qiao, ZHOU Jian-jie,TANG Jin-yuan
Assuming the profile cross section of grain grinding grooves is a series of triangles whose vertex angle is equal to the cone angle of grinding particle and the grooves’ depth obeys Rayleigh distribution, considering the effects of grinding particles’ trajectories overlapping, the surface roughness model of hard and brittle materials in axial ultrasonic vibration grinding was established. K9 optical glass was taken as the test material, the fitting accuracies of the model without the overlapping effect of grinding particle trajectories and the one with this effect were analyzed contrastively. The results showed that the latter to characterize the surface roughness of ultrasonic grinding is more close to the test results; the effect trend of grinding parameters and vibration parameters on surface roughness reflected by the latter are consistent with the test results; so, the correctness and effectiveness of the proposed model is verified.
2017 Vol. 36 (23): 194-200 [Abstract] ( 121 ) HTML (1 KB)  PDF (960 KB)  ( 29 )
201  Tests for mechanical behavior of dome of a large LNG storage tank under accidental impact loading
ZOU Delei,SUN Jiangang,ZHENG Jianhua,CUI Lifu, WANG Zhen,LIU Weibing2
In order to explore the mechanical behavior of dome of a large LNG storage tank under accidental impact loading, the dome local shell of a 16×104m3LNG storage tank was taken as the original model to be tested, the impact resistant design code was used as a reference, impact tests of 15 working conditions were conducted by changing thickness of shell, mass of a flying projectile and its impact velocity. The test results showed that under accidental impact loading, pit damage appears on the dome local shell facing bullet surface, but there is no crack along radial and circumferential directions, the steel plate and concrete at the back have different damage types; projectile body energy, intrusion attitude, and reinforcing bar resistant force have great influences on concrete pit, penetration depth and steel plate failure modes; when the projectile kinetic energy is the same as that of the impact resistant design code and the projectile falls in the gap between reinforcing bars, the steel plat at the dome local shell back is not destroyed, but the concrete at the back has a crack or a circular cap flaking zone, pay attention to this situation during design and safety assessment. Based on the test data, an empirical formula was fitted for estimating the dome failure of a large LNG storage tank under accidental impact load.

2017 Vol. 36 (23): 201-208 [Abstract] ( 125 ) HTML (1 KB)  PDF (2644 KB)  ( 127 )
209 Sound insulation performance of pyramidal hollow lattice structures
CHEN Ting-ting1,2 LIU Jie1,2 TAN Dong-guo1,2  WEN Gui-lin1,2
Periodic lattice structures applied in spacecrafts as a new type structure require considering both structural lightweight and excellent sound insulation performance. In order to optimize the traditional pyramidal lattice structure lightweight design and improve its sound insulation effect, the space composition and sound insulation characteristics of pyramidal lattice structures with solid trusses and hollow trusses having the same geometrical parameters were studied here, it was found that the lightweight performance and sound insulation properties of pyramidal lattice structures with hollow trusses in most parts of frequency domain are better than those of pyramidal lattice structures with solid trusses. Based on the direct acoustic-vibration coupling theory, the sound insulation characteristics of pyramidal lattice structures with hollow trusses were studied systematically with numerical methods. The influences of several key structural parameters of hollow truss, such as, elevation angle, wall thickness, length, and cross section shape as well as crystal lattice constant and in-plane size of lattice structure on sound insulation characteristics of the system were analyzed. The results provided a reference for the acoustic optimization of lattice structures.
2017 Vol. 36 (23): 209-215 [Abstract] ( 179 ) HTML (1 KB)  PDF (1190 KB)  ( 70 )
216 A non-iterative algorithm for simulation of non-Gaussian fluctuating wind pressure
Jin-hua Li1 Chun-xiang Li2 Lei Jiang2 Ying Deng 2
A non-iterative algorithm for simulating non-Gaussian random process was proposed to avoid the divergence problem in iteration. Firstly, based on the nonlinear translation process, the conversion relationship between latent Gaussian stochastic process and non-Gaussian one was analyzed in detail. Then, it was proved with the reduction to absurdity that the target power spectral density (PSD) and the marginal probability distribution (MPD) function for an arbitrary non-Gaussian random process being compatible is necessary. Thereby, the criterion to judge the compatibleness between the target PSD and the MPD was established (i.e., the target PSD function of the latent Gaussian stochastic process must be a nonnegative function). Furthermore, the modification programs were developed for the case of the target PSD and the MPD being incompatible, a non-iterative algorithm was proposed for simulating a non-Gaussian random process with a single variable. Finally, a non-Gaussian fluctuating wind pressure with different skewness was simulated with the proposed non-iterative algorithm. Its feasibility and validity were verified through comparing correlation functions, PSD, and MPD with their corresponding targets.
2017 Vol. 36 (23): 216-222 [Abstract] ( 186 ) HTML (1 KB)  PDF (768 KB)  ( 79 )
223 In-plane dynamic impact response characteristics of periodic 4-point star-shaped honeycomb structures
HAN Hui-long, ZHANG Xin-chun
The in-plane dynamic impact response behaviors of periodic 4-point star-shaped honeycomb structures were numerically studied by means of the explicit dynamic finite element (EDFE) simulation method. Under the promise of cell element’s wall length keeping unchanged, the FE model of periodic 4-point star-shaped honeycombs was established by changing micro-cell structure parameters including cell wall thickness, angle between inner concave arrow nodes, and ligament length. Then the influences of impact velocity and micro-cell structural parameters on in-plane macro-/micro-deformation behaviors, densification strains and dynamic impact intensities of star-shaped honeycombs were discussed in detail. The results showed that the specimens reveal a “necking” phenomenon of negative Poisson ratio materials under impact loading with low or moderate velocity, it is mainly due to cell walls bear the combination of membrane force and bending moment; based on the energy absorption efficiency method and the one-dimensional  shock wave theory, empirical formulae for densification strain and dynamic plateau stress of the honeycombs were deduced to predict the dynamic load-bearing capacity of star-shaped honeycombs. The results provided a new idea for the multi-objective optimization design of dynamic impact properties of stretch cell materials.

2017 Vol. 36 (23): 223-231 [Abstract] ( 202 ) HTML (1 KB)  PDF (2172 KB)  ( 94 )
232 Modeling for normal contact stiffness between bearing hole and shaft journal in a radial sliding bearing
TIAN Hongliang, DONG Yuanfa, YU Yuan, CHEN Tianmin
The normal contact stiffness model between bearing hole and shaft journal in a radial sliding bearing was built through combining the fractal theory and the joint interface virtual material. Through revising the condition of Weierstrass function’s nondifferentiability at any point, it was proved rigorously that the limited range of fractal dimension is 1≤D<2. Numerical simulation showed that the side face contact coefficient in bearing contact is equal to or less than 1; the side face contact coefficient of inner contact is larger than that of outer contact; when the shaft journal radius and normal contact load increase and joint interface virtual material thickness decreases, the side face contact coefficient in bearing contact increases; the real contact area of inner contact is bigger than that of outer contact; when the shaft journal radius increases and fractal roughness, plane Brinell hardness of bearing hole and joint interface virtual material thickness decrease, the actual contact area increases; when the fractal dimension increases from 1.4 to 1.5, the real contact area increases; when the fractal dimension increases from 1.5 to 1.9, the real contact area decreases; Hertz stress decreases with increase in shaft journal radius; Hertz stress of inner contact is less than that of outer contact; the normal contact stiffness of bearing inner contact is larger than that of outer contact; when the normal contact load, fractal dimension and shaft journal radius increase and fractal roughness, elastic modulus of shaft journal, bearing length and joint interface virtual material thickness decrease, the normal contact stiffness increases.

 
2017 Vol. 36 (23): 232-242 [Abstract] ( 211 ) HTML (1 KB)  PDF (2778 KB)  ( 141 )
243 FE-mode matching hybrid approach for transmission loss prediction of silencers in mid-high frequency range
YANG Liang JI Zhenlin
A FE-mode matching hybrid method was proposed to evaluate the transmission loss of silencers in mid-high frequency range. The acoustic variables at the inlet and outlet were expressed in terms of modal superposition form and then substituted into the FE equation of a silencer. The intrinsic functions of the system were adopted as weight functions, the sound pressures at the inlet and outlet area were integrated. Therefore, the linear equations with internal nodal acoustic variables and modal amplitude coefficients at the inlet and outlet as the unknown variables were established. The modal amplitude coefficients at the inlet and outlet were then obtained by solving the linear equations combining the corresponding boundary conditions. Furthermore, the sound powers at the inlet and outlet were gained to calculate the transmission loss of a silencer. The transmission losses of reactive and dissipative silencers were calculated, respectively to verify the effectiveness of the proposed approach in the whole frequency domain.



2017 Vol. 36 (23): 243-247 [Abstract] ( 213 ) HTML (1 KB)  PDF (1649 KB)  ( 48 )
248 Reliability assessment of bearings based on competing failure under small sample data
QIN Luo-sheng, CHEN Xiao-yang, SHEN Xue-jin
Bearings are important parts in machinery products. Their performance and life are closely related to operating lives of mechanical systems. It is necessary to consider the effects of different failure modes on rolling bearings’ reliability. Here, aiming at the full failure data in bearings’ reliability tests, the prior distributions of bearing life distribution parameters were established with Bootstrap method. Then, the corresponding posterior distributions were estimated using Bayes method. The bearing life distribution parameters were obtained through the posterior expectation reduction. The life distribution model of bearing local failure was gained through further analyzing bearings’ vibration performance degradation data. Copula function was used to analyze comprehensively the life distribution model of bearing full failure and that of bearing local failure. The relative parameters of Copula function were estimated with the experience Kendall relative ranks of test data. Finally, the reliability assessment results of bearings under competing failure were achieved. The results were helpful to find defects in bearing design and improve the bearing reliability.
2017 Vol. 36 (23): 248-254 [Abstract] ( 129 ) HTML (1 KB)  PDF (1201 KB)  ( 52 )
255 Dynamic response analysis of a transmission tower-line system under typhoon
AN Li-qiang1 ZHANG Zhi-qiang1 HUANG Ren-mou2 ZHANG Rong-lun2 PANG Song-ling2 LIANG-Cheng1 YANG Wen-gang1
Collapse accidents of transmission tower-line systems under typhoon occur frequently. Here, the extreme wind speed and wind profile index were simulated using Monte-Carlo method and YanMeng typhoon field, the fluctuating wind of typhoon was calculated using Shiyuan typhoon spectrum. A model consisting of one tower and two-span conductors was established with the FE software ANSYS, and the wind load effect of the model was calculated under typhoon wind load. The analysis indicated that the wind load of conductors and ground wires make a significant contribution to the axial force of principal members, the contribution rate reaches 58.9% during extreme value status of typhoon; the damage due to typhoon can be reduced through appropriately decreasing span distance or dropping lines to protect towers in typhoon region; the dynamic responses of the model during extreme value status of typhoon are much larger than those of the model during the equivalent static wind status due to high strength and high turbulence’s characteristics of typhoon; the adjustment coefficient of wind load in the existing design code seems to be smaller, its dynamic amplification effect must be fully considered under typhoon condition.
 
 
2017 Vol. 36 (23): 255-262 [Abstract] ( 194 ) HTML (1 KB)  PDF (1701 KB)  ( 64 )
263 Bearing jitter analysis based on Gabor transformation for tracking mirror of a large telescope
HAN Lin-chu1,2, ZHANG Jing-xu1,YANG Fei1
In order to overcome the limitation of the traditional jitter measurement analysis method for TMT (thirty-meter-telescope) tertiary mirror bearing, a mathematical method for the analysis of jitter properties called Gabor transformation was proposed. The location distribution and connection type of muti-accelerometers were introduced, and the measurement process of jitter signals at pitching axis and azimuth axis with accelerometers was fully illustrated. In jitter signal processing, the disadvantages of the time series analysis method and those of the periodogram method were compared. The new method called Gabor transformation was introduced, Gabor transformation could intercept the property of frequency spectrum information at any time interval, the characteristics of a signal was analyzed in time-frequency domain, it made the jitter analysis more real and reliable. At last, the jitter measurement test was performed on a 2m-long telescope, the frequency properties curve within 2s showed that the excitations with lower frequencies close to 0Hz are more sensitive, the noise excitation with 50 Hz always exists, and the high frequency signal with 470 Hz is on and off; when the bearing rotates clockwise, there is an obvious noise signal within 1s; when the bearing rotates counterclockwise, noise signals is significant within 1.5s-2s; lower frequency noise signals still exist after denoising, and higher frequency ones are excited, the realness of the signal is guaranteed. Gabor transformation provided a reference for the future bearing jitter detection of large photo-electric telescopes.

 
2017 Vol. 36 (23): 263-267 [Abstract] ( 153 ) HTML (1 KB)  PDF (1308 KB)  ( 187 )
268 Mechanism analysis and laminated shell modeling for crushing energy absorption of composite thin-walled circular tubes
FENG Zhen-yu,ZHOU Jian,ZHANG Xue-han,MA Cong-yao,XIE Jiang,MOU Hao-lei
In order to study the energy-absorbing mechanism of T700/3234 composite thin-walled circular tubes, the material properties were measured and the quasi-static axial crush tests of the thin-walled circular tubes were performed. The energy-absorbing indexes, such as, peak load (Fmax), and specific energy absorption (Es), et al of composite thin-walled circular tubes were observed. The effects of induced mechanism and ply orientation of composite material on failure modes and energy-absorbing characteristics of the tubes were analyzed. The test results showed that the initial crushing peak load can be significantly reduced by setting 45-degree outside chamfer at the crush top end of the circular tubes; different fiber ply orientations can lead to different failure modes, and then affect the energy-absorbing characteristics of the tubes accordingly. The finite element modeling method for thin walled-tube laminated shell was developed based on Puck 2000 and Yamada Sun failure criteria, the FE model was used to study the energy-absorbing characteristics of T700/3234 composite thin-walled circular tubes. Its accuracy was verified by comparing the simulated results with test ones. The comparison showed that the initial crushing peak load and the specific energy absorption simulated agree well with test ones.


2017 Vol. 36 (23): 268-275 [Abstract] ( 429 ) HTML (1 KB)  PDF (2106 KB)  ( 104 )
276 Similarity theory and tests for impacting air flow influence factors during unloading ore in a high ore pass
WANG Ming, JIANG Zhong-an, CHEN Ju-shi, DENG Quan-long
Impacting air flow produced in ore drawing through a high ore pass is the main reason why ore dumping chamber and adjacent tunnel produce dust. Here, according to the similarity principle, the similarity criteria of impacting air flow produced during unloading ore in a high ore pass were derived by analyzing the basic equation. Taking 24# ore pass in Li Lou iron mine as the original model, the similarity model of the high ore pass was built, tests were conducted for impacting air flows under different unloading ore conditions. The results showed that the impact wind speed increases but its amplitude growth rate decreases with increase in the unloading ore flow rate, the maximum impact wind speed and the unloading ore flow rate form approximately a power function relation, the higher the unloading ore height, the larger the power exponent, the range of power exponent measured with tests is 0.593~0.732; the higher the unloading ore height, then the bigger the impacting air flow, the larger the space for ore particles dispersion, the smaller the interaction between particles, the bigger the induction effect on the air flow in the ore pass; the growth rate of the impacting air flow increase with increase in the unloading ore height; the greater the ore particle size range and drag coefficient at the exit, the smaller the impacting air flow; impacting air flow increases due to superposition effect with increases in segments of unloading ore,but it is far less than the sum of impacting air flows generated due to the separate unloading ore in each segment.


2017 Vol. 36 (23): 276-282 [Abstract] ( 126 ) HTML (1 KB)  PDF (1230 KB)  ( 58 )
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