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2020 Vol. 39, No. 1
Published: 2020-01-15

 
1 Aseismic performance of double-limb thin-walled piers of a large-span continuous rigid frame bridge
CHEN Aijun, PENG Rongxin, WANG Jiejun, HE Guojing
In order to obtain failure form and mechanical performance of double-limb thin-walled piers under action of earthquake, effects of axial compression ratio, main reinforcement ratio and volume stirrup ratio on aseismic performance of this kind of piers were investigated with low cycle repeated load tests to obtain failure characteristics, hysteretic curves, displacement ductility and energy dissipation performance of all tested piers. The test results showed that failure modes of all tested piers are basically similar and they can be divided into three stages including elastic stage, elastic-plastic one and bending failure one; tested piers are seriously damaged at their bottoms and places connected with beams, significant bending failures appear at pier bottoms and tops; “X” shape cracks appear at places tied with beams; hysteretic curves of piers with higher main reinforcement ratio are fuller and their energy dissipation performance is good; proper increase in axial compression ratio can significantly improve ductility performance of tested piers; the deformation ability of each tested pier is better, displacement ductility of tested piers is within the range of 2.63-3.68 and has larger variation amplitude, main reinforcement ratio significantly affects ductility.
2020 Vol. 39 (1): 1-7 [Abstract] ( 353 ) HTML (1 KB)  PDF (1379 KB)  ( 171 )
8 Dynamic response of wheel-rail based on frost heave of high-speed railway subgrade
ZHANG Lushun1,ZHAO Guotang1,2
Frost heave of high-speed railway ballastless track subgrade in seasonal frost areas affects the safety and comfort of train operation and service performance of ballastless track’s main structure. In order to study dynamic response of wheel-rail under the combination effect of subgrade frost heave and high-speed driving load, the vehicle-track-subgrade frost heave coupled dynamic model was established to analyze the wheel-rail dynamic response of CRTSI type slab ballastless track and track structure’s stress state under different frost heave peak values, frost heave positions and train speeds. The results showed that dynamic response of wheel-rail increases in frost heave regions, the safety and comfort of train operation at speed of 350km/h meet the standard requirements of frost heave management, but wheel-rail force increases with increase in frost heave peak values and operation speed; vibration of track slab and base plate intensifies; within calculated range of frost heave wavelength and amplitude, peak value of vibration acceleration of track slab at gaps exceeds dynamic acceptance standard requirements, and it is easy to cause damage and failure of CA mortar layer and subgrade bed surface at gaps, vibration accelerations of track slab and base plate increase with increase in driving speed, dynamic stress of track structure is closely related to train load transmission; train load under state of subgrade frost heave causes track slab and base plate to be in tension and compression alternating state, and proposing measures in design is needed to control cracks; train speed has less effects on track structure stress during shortwave subgrade frost heave.
2020 Vol. 39 (1): 8-14 [Abstract] ( 217 ) HTML (1 KB)  PDF (999 KB)  ( 77 )
15 Vibration spectral features of planetary gearbox combined faults
LI Xiao, FENG Zhipeng
Local faults of a planetary gearbox are easy to develop into combined ones. Vibration spectral features of a combined fault are obviously different from those of a local one. So studying spectral structure of combined faults for sun wheel-teeth ring, sun wheel-planet one and planet wheel-teeth ring is of very importance for fault diagnosis of planetary gearbox. Here, considering the frequency-modulation and amplitude-modulation actions of combined faults to vibration signals and the amplitude-modulation of time-varying vibration transmission path, vibration signal models of combined faults were established and their Fourier spectra formulas were derived to summarize spectral feature laws of combined faults. Meanwhile, combined faults’ feature frequencies calculation formulas for sun wheel-teeth ring, sun wheel-planet one, planet wheel-teeth ring and sun wheel-planet wheel-teeth ring were deduced, respectively. The results of theoretical derivation were verified with test signal analyses of planetary gearboxes. Based on Fourier spectral analysis, combined faults of sun wheel-teeth ring, sun wheel-planet one and planet wheel-teeth ring were diagnosed.
2020 Vol. 39 (1): 15-23 [Abstract] ( 308 ) HTML (1 KB)  PDF (1159 KB)  ( 214 )
24 Structural time-varying frequency identification under moving load based on generalized Morse wavelet and EWT
WANG Chao1,2, ZHU Hongping2
A method based on the empirical wavelet transformation (EWT) and the generalized Morse wavelet was proposed to identify structural time-varying frequency under moving load. Firstly, EWT and the generalized Morse wavelet were introduced. Then a structural response signal was decomposed with EWT, the different empirical mode components decomposed were analyzed with the generalized Morse wavelet to extract signal wavelet ridges, and identify structural instantaneous frequency. Secondly, a numerical example was taken to verify the effectiveness and accuracy of the proposed method. Finally, a model test of a moving car passing through a steel plate beam was designed. The proposed method was adopted to recognize the structural time-varying frequency, and the identified results were compared with those calculated with the finite element method to further verify the effect of the proposed method.
2020 Vol. 39 (1): 24-28 [Abstract] ( 193 ) HTML (1 KB)  PDF (994 KB)  ( 140 )
29 Effects of conductor eccentric icing on quad-bundle conductor galloping
WU Chuan1,3, YE Zhongfei1,2, YAN Bo3, YANG Xiaohui1,2, ZHANG Bo1,2,LV Zhongbin1,2
The variation laws of lift, drag and torque coefficients of a quad-bundle conductor with typical crescent icing were obtained with wind tunnel tests. A numerical simulation method for iced conductor galloping considering effects of eccentric icing was proposed based on the FE software ABAQUS, and the correctness of the method was verified with examples. The user self-defined subroutine UEL in ABAQUS was used to program an aerodynamic load element, and realize the numerical simulation method for iced conductor galloping considering effects of eccentric icing. The proposed method and the traditional numerical simulation one were used to contrastively analyze galloping characteristics of a quad-bundle conductor with typical crescent icing. The results showed that the proposed method can be used to accurately describe the torsional feature of the iced conductor motion; after considering effects of eccentric icing, displacement and torsional angle amplitudes of the iced quad-bundle conductor obviously increase and its vibration mode is more complex; it is necessary to consider effects of eccentric icing when studying galloping of iced conductor.
2020 Vol. 39 (1): 29-36 [Abstract] ( 176 ) HTML (1 KB)  PDF (1926 KB)  ( 207 )
37 Vibration reduction performance of electromagnetic-collision hybrid damping system
HU Li,HUANG Xianfeng,YANG Qiliang,CUI Yuding
A new electromagnetic-collision hybrid damping method for vibration reduction was proposed. Through theoretical derivation, the dynamic model of a vibration system with hybrid damping was established. Through tests, curves of the system’s free vibration, vibration with collision damping and vibration with electromagnetic-collision hybrid damping under the excitation of the same initial displacement were measured, respectively. The test results verified the correctness of the vibration reduction effect of the hybrid damping system and theoretical calculation. The test results showed that compared to free vibration, collision damping or electromagnetic-collision damping can accelerate reducing a system’s vibration amplitude, and vibration reduction effect of electromagnetic-collision hybrid damping is more obvious. Finally, influence laws of different structural parameters on vibration reduction effect of a hybrid damping system were obtained with the theoretical model to perform its optimization design.
2020 Vol. 39 (1): 37-42 [Abstract] ( 223 ) HTML (1 KB)  PDF (1230 KB)  ( 78 )
43 Updating of stochastic finite element model of a quayside container crane based on meta-model
QIN Xianrong, ZHAN Pengming, ZHAO Shuzhen, PAN Jie, SUN Yuantao, ZHANG Qing
The updating of a quayside container crane (QCC) finite element model considering stochastic uncertainty of parameters was studied. Firstly, assuming that parameters to be updated and modal parameters of a QCC obey normal distribution, an updating problem of a model with uncertainty was converted into updating problems of mean and standard deviation. Then, a certain QCC was taken as the study object, its wind induced vibration responses were measured, and its first four orders measured modal parameters were obtained using the stochastic subspace method. Finally, the finite element model of this QCC was established, and the model was updated based on Kriging meta-model and multi-objective genetic algorithm. The results showed that the proposed stochastic finite element model updating method considering parametric uncertainty can be used to effectively update parameters’ mean and standard deviation of a QCC structure.
2020 Vol. 39 (1): 43-48 [Abstract] ( 227 ) HTML (1 KB)  PDF (991 KB)  ( 124 )
49 Tests for aseismic performance of a high axial compression ratio RC  shear wall reinforced with high ductile concrete
ZHANG Yangxi1,DENG Mingke1, GAO Dengke2
To improve aseismic performance of a RC shear wall with high axial compression ratio, using high ductile concrete (HDC) layer to reinforce the wall was proposed. 3 RC shear walls with shear-span ratio of 1.1 were designed. One of them was taken as the contrastive specimen and the other two were reinforced with HDC layer and rebar net HDC layer, respectively. Pseudo static tests were used to study failure modes, deformation ability, energy dissipation capacity and stiffness degradation feature of shear wall specimens. The test results showed that for the shear wall specimen reinforced with HDC layer, its reinforced layer is cracked and not broken, it has good working performance with inner wall and a certain restraint effect on inner concrete to improve shear wall’s brittle shear failure characteristics; HDC layer can effectively improve shear wall’s shear-bearing capacity, deformation ability and energy dissipation one; HDC layer with rebar net piece can delay development of oblique cracks in reinforced layer, give full play to its good tensile ability and damage resistance capacity, and delay the reinforced specimen’s stiffness degradation in its failure stage; based on a softened truss model, considering HDC reinforced layer’s contribution, a formula for shear-bearing capacity of the reinforced specimens was proposed.
 
2020 Vol. 39 (1): 49-56 [Abstract] ( 138 ) HTML (1 KB)  PDF (1317 KB)  ( 73 )
57 Stability of oil film bearing-rotor system based on GMA
WU Chao1,2,YIN Xuemei3, MA Mingfei4, WANG Wen4,ZHANG Zhiming4
Taking an oil film bearing-rotor system based on GMA as the study object, considering bearing mass and rotor stiffness, its dynamic equation including a GMA magnetic hysteretic force model was established. Routh-Hurwitz criterion was used to derive the stability criterion for a single mass elastic symmetric rotor system supported by GMA oil-film bearings. Effects of rotor stiffness, rotor mass, bearing mass, phase angle and amplitude of feedback current to drive GMA on system unstable rotating speed were investigated. The results showed that phase angle of feedback current affects greatly system unstable rotating speed, and it has an optimal value to make system unstable rotating speed highest and system stability best; with increase in feedback driving current and rotor stiffness, unstable rotating speed increases obviously; with increase in rotor mass, system unstable rotating speed also increases, however, bearing mass has little influence on system unstable rotating speed; the calculated results provide a reference foroverall modeling of a GMA oil film bearing-rotor system.
2020 Vol. 39 (1): 57-61 [Abstract] ( 202 ) HTML (1 KB)  PDF (645 KB)  ( 95 )
62 Dynamic characteristics of rock crushing system with DTH hammer
CAI Zhiyuan1, JIANG Hongxiang1,2
In order to deeply study effects of propulsion force and exciting frequency on characteristics of a rock crushing system with down-the-hole (DTH) hammer in rock fragmentation process, a dynamic model considering local contact and complete contact states between DTH hammer and rock was established based on spring, damper, slider and other components. Dynamic equations of the system under different states were established, respectively. The continuous dimensionless dynamic differential equations of the rock crushing system were established based on the step function. Runge-Kutta method was used to solve the equations, and obtain displacement diagram, velocity one, phase plane one and Poincaré sectional view of the DTH drill bit under different conditions. The results showed that the motion state of the rock crushing system changes with variation of propulsion, when the system is in the period-1 state, it is relatively stable and its rock crushing efficiency is best; with increase in exciting force frequency, the stable range of the system expands, but the rock crushing efficiency drops; the study results of dynamic characteristics of the rock crushing system provide a theoretical basis for determining parameters of DTH hammer under actual working conditions.
2020 Vol. 39 (1): 62-69 [Abstract] ( 152 ) HTML (1 KB)  PDF (909 KB)  ( 96 )
70 Tests for surface loading of high pile steel pipe column under shallow water explosion
ZHUANG Tieshuan1,2, WANG Mingyang1, WU Jun2, ZHANG Tao2, YANG Chengyu2, YAN Minhua2
Taking a steel pipe column of high pile as the study object, underwater explosion model tests were conducted under different conditions including different explosive quantities, explosion distances and detonation depths. Characteristics and spatial distributions of explosion pressure on steel pipe column surface under shallow water explosion were studied. Effects of proportional explosion distances on peak value of shock wave and spatial distribution were analyzed. Reflection coefficient, diffraction one of steel pipe column surface shock wave and the engineering calculation method for actual shock wave acting on the column surface in anti-blast design were deduced. The study results showed that under action of underwater explosion, reflection shock wave and diffraction one act almost simultaneously on steel pipe column surface, and their peaks are non-uniformly distributed in direction of pipe column height; free water surface has less effects on shock wave, but it has larger effects on the secondary bubble pulsation; peak values of reflection and diffraction shock waves increase with increase in explosive quantities and decrease in explosion distances; if proportional explosion distance and reflection shock wave peak value keep unchanged, diffraction shock wave peak value is smaller when explosive quantities and explosion distance are smaller; steel pipe column surface’s shock wave reflection coefficient and diffraction one decrease with increase in proportional explosion distances; when proportional explosion distance is greater than 1.71, the actual shock wave acting on steel pipe column surface can be calculated approximately according to 1.37 times of free field shock wave peak value.
2020 Vol. 39 (1): 70-78 [Abstract] ( 196 ) HTML (1 KB)  PDF (1190 KB)  ( 72 )
79 Nonlinear vibration control for hydro-generator unit’s shafting based on MRD
SUN Wanquan1,2,ZHANG Ning1
Considering actions of various nonlinear factors, a magnetorheological fluid damper (MRD) was introduced into nonlinear vibration model of a hydro-generator unit. The nonlinear dynamic model of the hydro-generator unit shafting based on MRD was established, and effects of MRD on its vibration were studied. Through contrastively study the new model and the traditional nonlinear model for hydro-generator unit, the results showed that using MRD damping passive control can significantly improve dynamic responses of the unit system, and reduce vibration displacement amplitudes and velocity responses of the unit system during its periodic motion without changing its motion form; it can also suppress complex quasi-periodic motion appearing after rotating speed rises under some transient conditions, and reduce its amplitude fluctuation.
2020 Vol. 39 (1): 79-84 [Abstract] ( 183 ) HTML (1 KB)  PDF (955 KB)  ( 47 )
85 Swing-pitch coupled internal resonance responses of Spar platform based on IHBM
DU Yazhen,WANG Wenhua,HUANG Yi
To overcome shortcomings of the classical perturbation method and the time integration method in analyzing swing-pitch coupled response motion of a Spar platform, the incremental harmonic balance method (IHBM) was proposed to study characteristics of the coupled responses. Floquet stability analysis theory was used to analyze the stability and bifurcation behavior of a periodic solution. Then, IHBM combined with the arc-length method was adopted to realize rapidly and continuously solving the Spar platform’s swing-pitch coupled periodic motion responses. The results using IHBM were compared with those using the time domain simulation and the multi-scale method to verify the correctness and high efficiency of IHBM. It was shown that IHBM can be used to predict pitch unstable phenomena induced by the system internal resonance; it can be combined with Floquet theory to predict parametric intervals of quasi-periodic motion induced by swing-pitch coupled motion to provide a good foundation for quasi-periodic motion analysis.
2020 Vol. 39 (1): 85-90 [Abstract] ( 147 ) HTML (1 KB)  PDF (1257 KB)  ( 64 )
91 Wind vibration response analysis of large wind turbine system considering stopping position under meso-micro scale
XU Lu1,3,KE Shitang1,2
Wind effect analysis methods for wind turbine systems used in wind engineering are usually based on a good state of climate models at home and abroad. Wind characteristics of typhoon boundary layer are different from those of good state of climate models, and typhoon can reveal obvious time-space variability and multi-scale vortex structure. Here, aiming at problems of theoretical system of civil engineering typhoon model being oversimplified, a meso-scale weather forecast (WRF) model was introduced to simulate the typhoon "Nuri" with high time-space resolution. Firstly, the central task is to compare typhoon’s wind direction and wind strength features before, during and after landing. Then, the typhoon center path simulation results were compared with the measured ones to verify the effectiveness of the meso-scale typhoon "Nuri" simulation. Taking a 5 MW horizontal axis wind turbine of a wind power plant in southeast coastal area of China as the object, the near ground 3-D wind field data were obtained based on the WRF simulation, and the small scale CFD large eddy simulation technology was used to do 3-D nonstationary numerical simulation for single rotating period of blades under conditions of different stop positions. Then, the finite element full transient method was used to do the dynamic time history analysis for the system’s wind vibration response under conditions of different stop positions, and extract influence law of stop positions on wind vibration response and wind vibration coefficient of the system. Finally, the most unfavorable stop positions of large wind turbine system under typhoon were summarized. The results showed that the WRF model can effectively be used to simulate typhoon’s near ground wind field, and the fitted typhoon profile index is 0.076; the tower frame internal force and wind vibration coefficient increase significantly under typhoon, especially, wind vibration response of the blade closest to the tower frame is the most unfavorable, the internal force amplitude increases up to 35%; when the large wind turbine system stops under action of typhoon, lower blade completely coinciding with tower frame is the most unfavorable (condition 1), while upper blade completely coinciding with tower frame has the maximum safety margin (condition 5).
2020 Vol. 39 (1): 91-101 [Abstract] ( 185 ) HTML (1 KB)  PDF (6742 KB)  ( 71 )
102 Fatigue crack growth life prediction for a notched beam based on modal frequency
LIU Wenguang, WANG Yaobin
Starting from tests of notched beams, fatigue crack growth characteristics and change law of modal frequencies for a V shape-notched cantilever beam under cyclic loads were studied to analyze the relation between modal frequencies and crack growth increment. Crack growth increment was taken as damage parameter to establish the relation between the decline rate of the first order modal frequency and damage parameter. Then, an evolution model for crack damage versus cyclic loading number was set up based on the damage mechanics. A prediction method of fatigue crack growth life was proposed for a cantilever notched beam based on the decline rate of modal frequency using the relation between modal frequency decline rate and crack damage parameter to realize predicting residual fatigue crack growth life of a cantilever beam based on the current crack damage and the corresponding loading cycle number. Results showed that the modal frequency decline rate is sensitive to the fatigue crack growth life of a notched beam; the fatigue crack growth life predicted using the proposed method is basically consistent to the measured one.
2020 Vol. 39 (1): 102-108 [Abstract] ( 208 ) HTML (1 KB)  PDF (1142 KB)  ( 87 )
109 Tire dynamic load characteristics analysis of heavy vehicles under non-stationary running condition
LI Jinhui1,2, XU Liyou1, ZHANG Keke2
In order to analyze additional tire dynamic load characteristics of heavy vehicles under non-stationary running condition, and explore the difference between the former and those under steady running condition, the dynamic model of a three axle heavy vehicle system and the road surface non-stationary random excitation time domain model were established based on the vehicle running dynamics theory. The vehicle response laws under non-stationary running condition and its tire dynamic load were simulated and analyzed with the software MATLAB/Simulink. The analysis results were compared with those under steady running condition. The results showed that when the vehicle is accelerating, tire dynamic load amplitude increases, when it is decelerating, the latter deceases; when the vehicle passing through the same path with the same time, i.e., when it running at the steady uniform speed, tire dynamic load is smaller; with increase in acceleration, initial speed and road roughness, tire dynamic load amplitude becomes larger; the study results can provide a reference for accurate vehicle tire dynamic load simulation, road friendliness analysis and pavement damage and failure prediction.
2020 Vol. 39 (1): 109-114 [Abstract] ( 214 ) HTML (1 KB)  PDF (826 KB)  ( 69 )
115 Fault diagnosis performance optimization method based on decorrelation multi-frequency EMD
ZHAN Yingyu1,2, CHENG Lianglun1,2, WANG Tao2
Aiming at the problem of modal aliasing caused due to using EMD in fault diagnosis leading to lower fault feature extraction accuracy, a method based on decorrelation multi-frequency empirical mode decomposition (DMFEMD) was proposed here. Firstly, multi-frequency masking signals were added into the original signal, the latter was decomposed into several components with different frequency ratios to obtain multiple intrinsic mode functions (IMFs). Secondly, the correlation coefficient between adjacent IMFs was calculated, two IMFs were decoupled, and the mixed parts of IMFs were separated to obtain the optimal IMF. Finally, this optimal IMF was subtracted from the original signal, and the above steps repeated until the residual part became a constant or monotonic. Thus, the obtained optimal IMFs were uncorrelated and not interfered with each other, the modal aliasing was significantly weakened, and the fault feature extraction accuracy was effectively improved. A feature sample set was constructed using the permutation entropy (PE) algorithm for the obtained optimal IMFs. A SVM was introduced to build a fault classification model, and realize equipment fault diagnosis. Tests showed that compared with the traditional method, DMFEM can be used to effectively separate mixed signals with different frequency ratios, and improve the decomposition effect; taking faulty vibration signal of bearing as an example, DMFEMD can be used to better extract bearing fault features; PE combined with SVM can realize efficient and accurate diagnosis of different fault types.
2020 Vol. 39 (1): 115-122 [Abstract] ( 216 ) HTML (1 KB)  PDF (1071 KB)  ( 93 )
123 Application of MVU algorithm based on feature processing in gear fault diagnosis
CHEN Junkang,CHEN Xiaohu,WANG Xuping,JIANG Chengwei
Aiming at problems of gear fault information being difficult to effectively extract and gear surface faults being difficult to correctly cluster, a gear fault diagnosis model using the maximum variance unfolding (MVU) algorithm based on feature processing was proposed here. Firstly, the collected faulty gear vibration signals were pre-processed with the minimum entropy deconvolution (MED), higher and lower frequency bands were separated and uncertain signals were excluded. The information entropy was extracted in multi-domain as feature indexes. Then efficient feature indexes were screened out with the sample point distribution matrix and they were used to construct high dimensional feature space, and the improved MVU algorithm was used to do dimension reduction, and obtain an actual subspace with lower dimension. Finally, the actual subspace was input into a hyper-sphere multi-class SVM to do hyper-sphere construction and classification identification. The effectiveness of the proposed model was verified through contrastively analyzing test data.
2020 Vol. 39 (1): 123-130 [Abstract] ( 170 ) HTML (1 KB)  PDF (2137 KB)  ( 82 )
131 Application of spectral kurtosis method in fault feature frequency extraction of flexible thin-walled bearing
CHEN Hui, LI Weiguang, LIN Xin, CUI Junkuan
Flexible thin-walled bearing is a special type of bearing, and when working, its inner and outer rings are deformed to oval to cause there is periodic impact in its vibration signals. This impact background makes it more difficult to extract its fault features. The spectral kurtosis method uses a kurtosis characteristic of it being sensitive to transient components of signals. The resonance band is extracted accurately according to the principle of kurtosis being the maximum to overcome the defect of traditional resonance demodulation technology requiring manual pre-determination of band-pass filter parameters. Here, adaptive spectral kurtosis, fast kurtosis based on filter set and fast kurtosis based on short time Fourier transformation were analyzed contrastively, then they were used to extract fault feature frequency of inner and outer rings of a flexible thin-walled bearing, respectively. The feature extraction effects of these 3 methods were compared. The results showed that the adaptive spectral kurtosis method is more suitable for extracting fault feature frequency of flexible thin-walled bearings.
2020 Vol. 39 (1): 131-139 [Abstract] ( 160 ) HTML (1 KB)  PDF (1570 KB)  ( 75 )
140 Tests for average aerodynamic drag characteristics of stay cables with surface damage
LIU Qingkuan1, 2, ZHANG Leijie3, WANG Xiaojiang3, JIA Yaya1, 2,HU Bo4, MA Wenyong1, 2, LIU Xiaobing1, 2
Stay cables as important load-bearing members of a cable-stayed bridge, their wind load design is of great significance in anti-wind design of bridges. These cables may be damaged during production, transportation, installation and operation. Here, through wind tunnel tests, aerodynamic drag characteristics of stay cables with different degrees of surface damage were studied. Effects of damage degree in subcritical, critical and supercritical Reynolds number regions on stay cable aerodynamic drag were studied, respectively to obtain the calculation method of damaged stay cable aerodynamic drag. The results showed that within a certain region of wind directions, cable surface damage has significant effects on its aerodynamic drag; in subcritical region, drag coefficient of surface damage model is larger than that of smooth model; after entering critical area, drag coefficient of surface damage model is smaller than that of smooth model; in supercritical area, both of them are close to each other; with increase in scratch depth, initial Reynolds number in critical area is in advance, and in critical Reynolds number region, drag coefficient decreases with increase in Reynolds number; drag coefficients of cables damaged with different degrees are fitted to gain the corresponding calculation formulas convenient to the aerodynamic drag estimation of stay cables.
2020 Vol. 39 (1): 140-149 [Abstract] ( 204 ) HTML (1 KB)  PDF (2336 KB)  ( 49 )
150 Effects of squeeze film damper concentricity and rubbing on rotor vibration characteristics
LI Yan, LIAO Mingfu, WANG Siji, ZHAO Qingzhou, ZHAO Lu
In order to investigate vibration characteristics of a rotor system during its squeeze film dampers (SFDs) having assembly non-concentricity and rubbing fault, the dynamic model of the rotor system with SFDs was established considering SFDs’ assembly non-concentricity and rubbing fault. Its test model was built and used to conduct test verification. Theoretical analysis and test results showed that the lager the rotor whirl radius, the stronger the effects of SFD’s assembly non-concentricity on rotor vibration; the larger the SFD’s assembly non-concentricity, the smaller the rotor vibration amplitude, but the rotor system’s non-linear vibration risk increases rapidly; when eccentric ratio of SFD is too big, inner and outer races of oil film may have rubbingto excite the rotor’s reverse precession natural frequency, and the rotor’s vibration amplitude fluctuates violently.
2020 Vol. 39 (1): 150-168 [Abstract] ( 209 ) HTML (1 KB)  PDF (2537 KB)  ( 149 )
157 Aerodynamic interferences in vortex-induced vibration of dual-rectangular sections based on wind tunnel tests and numerical simulation
MA Kai, HU Chuanxin, YUAN Wancheng, ZHOU Zhiyong, DANG Xinzhi
Here, segment model’s wind tunnel tests and CFD simulation were conducted to investigate aerodynamic interferences in vortex-induced vibration (VIV) of dual-rectangular sections with the aspect ratio of 5. Effects of horizontal spacing on dual-rectangular sections’ vertical bending and torsional VIV responses were analyzed. Dynamic pressure measurements were done during the horizontal spacing ratio being 1.2. POD analysis was conducted for fluctuating wind pressure field under vertical bending and torsional VIV wind velocities, respectively. The results showed that there are significant aerodynamic interferences between dual-rectangular sections, and VIV response of downstream section is larger than that of upstream one in general; the first two POD modes are correlated with VIVs of dual-rectangular sections, and the first two POD modes can be used to reconstruct fluctuating wind pressure fields. CFD simulation results showed that VIV of dual-rectangular sections conforms to "instability mechanism of impact shear layer", and flowing variations are more significant in areas of downwind direction of upstream section and upwind direction of downstream section within one period; CFD simulation results are consistent to those of POD analysis, the former combined with the latter can be used to analyze VIV phenomena of dual-rectangular sections.
2020 Vol. 39 (1): 157-183 [Abstract] ( 205 ) HTML (1 KB)  PDF (4978 KB)  ( 67 )
169 Single-side pounding TMD and its application in bridge’s VIV control
WANG Xiuyong1, HU Renkang1, WU Chenfeng1, WANG Wenxi2, CHEN Ning1
Single-side pounding tuned mass damper (SPTMD) is a new type of vibration reduction device to reduce structural vibration with inertial force and viscoelastic pounding. Here, dynamic performance of SPTMD, pounding force model and verification, and VIV control of bridge segment model with SPTMD were studied theoretically and tested. According to features of a mass block’s single-side motion restriction and collision, the dynamic performance of SPTMD was obtained. Impact tests between steel and viscoelastic material were conducted. The impact force model was proposed, its parameters were identified with test data and the model was verified. VIV’s wind tunnel tests were conducted for a bridge segment model with scale of 1:40. The results showed that obvious VIV appears under wind attack angle of +7°. The model’s aerodynamic parameters were identified according to the simple harmonic vortex excitation force model. The effect of SPTMD to control bridge’s VIV were estimated with simulation analysis, the results indicated that the vibration reduction efficiency can reach 87% under conditions of 2% mass ratio and the maximum VIV amplitude wind velocity. The effect of SPTMD to control bridge’s VIV was studied with wind tunnel tests, the results indicated that the vibration reduction efficiency can reach 92% under conditions of 2% mass ratio and the maximum VIV amplitude wind velocity. The theoretical analysis and test results indicated that SPTMD has good vibration reduction effect on bridge’s VIV.
2020 Vol. 39 (1): 169-174 [Abstract] ( 178 ) HTML (1 KB)  PDF (1586 KB)  ( 84 )
175 Modal parametric identification of building structures based on VMD
SUN Mengmeng1,ZHI Lunhai2,3
A key issue in health monitoring, control and condition assessment of building structures is correctly estimating their modal parameters including structural damping ratios, natural frequencies, etc. based on measured response signals. Here, a new structural modal parametric identification approach was proposed based on variational mode decomposition (VMD).With the proposed method, a measured vibration signal was decomposed using VMD to obtain various modal signals. Then, free decay response of each mode was obtained using NEXT technique. Finally, the direct interpolation (DI) method and the curve fitting one were used to estimate various modes’ natural frequencies and damping ratios. The numerical simulation for a 3-story frame structure was employed to verify the correctness and reliability of the proposed method. The measured acceleration response data of CITIC Plaza in Guangzhou under Typhoon Damrey were analyzed using the proposed approach. The estimated structural modal parameters were compared with those obtained using other recognition methods to further verify the correctness and reliability of the proposed method.
2020 Vol. 39 (1): 175-183 [Abstract] ( 282 ) HTML (1 KB)  PDF (2742 KB)  ( 114 )
184 Equivalent test method to simulate combined damage action of air blast shock wave and high speed fragment group of fragment killing warhead
LI Mao1,2, HOU Hailiang1, ZHU Xi1, LI Dian1, LI Yongqing1, CHEN Changhai1
The damage characteristics and protection performance of target structures under the combined action of air blast shock wave and high speed fragment group of fragment killing warhead are current research hotspots and difficulties in protection area. However, the present research methods and test techniques have deficiencies. Here, the equivalent shrinkage warhead whose principle is that explosive explosion drives prefabricated fragments to disperse was adopted to simulate a fragment killing warhead as a test method producing combined damage action of air blast shock wave and high speed fragment group against protective structures. On the basis of determining warhead and projectile of defensive target as well as geometric scale ratio, according to the corresponding empirical formulas of explosion mechanics, an equivalent calculation method was proposed for solving charge of the equivalent shrinkage warhead and the corresponding parameters of prefabricated fragments. It was shown that the proposed equivalent method can consider the enhanced effect of multiple fragments’ penetration and the combined damage enhanced effect of air blast shock wave and high speed fragment group; the proposed method is simple and practical with less parameters.
2020 Vol. 39 (1): 184-190 [Abstract] ( 192 ) HTML (1 KB)  PDF (1376 KB)  ( 51 )
191 Wind tunnel tests for soft flutter characteristics of double-deck truss girder
WU Bo1,2, WANG Qi1,2, LIAO Haili1, 2
The application requirements of double-deck truss girders increase in bridge engineering with increase in urban traffic volume, and studying their soft flutter characteristics is helpful for improving their wind-resistant design level. Here, Yangsi Port Yangtze Bridge in Wuhan was taken as the study object, and wind tunnel tests were conducted for its segment model to measure soft flutter characteristics of its girder model under different working conditions, and compare similarities and differences of soft flutter forms under conditions of different wind speeds.The test results showed that double-deck truss girder reveals obvious soft flutter characteristics in tests, its flutter amplitude increases with increase in wind speed; under different wind speeds and 0° wind attack angle, soft flutter forms all are eccentric torsional motion; under 3° and 5° wind attack angles, soft flutter forms initially reveal typical bending-torsional coupled motion, with increase in wind speed, phase difference of bending-torsional coupled motion gradually decreases; when wind speed increases up to a certain value, bending-torsional coupled motion phase difference is zero, coupled flutter transfers to eccentric torsional one; in process of wind speed continuously increasing or decreasing, or under a constant wind speed, vibration amplitude of soft flutter is independent of initial excitations and related to a unique reduced wind speed, there are no phenomena that the same reduced wind speed corresponds to different amplitudes, or different reduced wind speeds correspond to the same amplitude; the occurrence mechanism of double-deck truss girder’s soft flutter is explained from the view point of aerodynamic damping varying with variation of both reduced wind speed and flutter amplitude.
2020 Vol. 39 (1): 191-198 [Abstract] ( 187 ) HTML (1 KB)  PDF (2992 KB)  ( 72 )
199 Winding fault diagnosis of power transformer based on vibration distribution features
YANG Yi1, LIU Shi1, ZHANG Chu1, HAN Dan1, MENG Yuanyuan1, HU Yiwei2, ZHENG Jing2, HUANG Hai2
Vibration analysis method is an important means to realize live monitoring and fault diagnosis of power transformers. The key to the fault diagnosis method based on vibration analysis is to extract state features (values or vectors) from complex vibration signals on  oil tank wall. Most of the traditional state feature extraction methods choose a single measured point’s vibration signal to extract its features of time domain or frequency one, and ignore vibration distribution features among various measured points. Here, amplitude barycenter and barycenter trajectory of vibration distribution were studied and analyzed from the view point of vibration barycenter to propose 4 quantized parameters. Based on these 4 quantized parameters and the support vector machine (SVM) classification algorithm, the winding fault diagnosis model for power transformer based on vibration distribution features was proposed. The measurement results of actual power transformer winding fault tests and analysis ones of measured data samples acquired from more than 10 power transformers on site showed that the proposed vibration distribution features and quantized parameters can effectively reflect changes in transformer winding deformation and compression force relaxation, etc.; the winding fault diagnosis model based on vibration distribution features can also correctly detect and diagnose mechanical structure states of power transformer winding.
2020 Vol. 39 (1): 199-208 [Abstract] ( 175 ) HTML (1 KB)  PDF (3241 KB)  ( 68 )
209 Aero-engine blade vibration suppression method based on piezoelectric shunt damping technique
ZHOU Biao1, KE Hongwei1, CHEN Xu1, ZANG Chaoping1, JIN Yao2
Here, the aero-engine blade vibration suppression method based on piezoelectric shunt damping technique was studied. Firstly, for an electro-mechanical coupled system composed of blade structure and piezoelectric ceramics, its finite element dynamic model was established, and the model reduction was performed. Then, the principles of classical resonant shunt circuit and an inductor-resistor shunt circuit with negative capacitance were analyzed. Finally, a piezoelectric shunt damping circuit was constructed, and the physical realization method of large inductance and negative capacitance was studied in detail. Vibration suppression effect of piezoelectric shunt damping on compressor blade structure of a certain type aero-engine was examined with tests. The test results showed that the proposed method introduces a concept of “equivalent capacitance” for piezoelectric ceramics, and it can correctly predict dynamic characteristics of blade-piezoelectric ceramics electromechanical coupled system, and have a capability to deal with actual complex blade structure; resonant shunt circuit has a significant effect to suppress blade’s single order modal vibration; introduction of negative capacitance can effectively enhance piezoelectric shunt damping effect.
2020 Vol. 39 (1): 209-215 [Abstract] ( 235 ) HTML (1 KB)  PDF (1732 KB)  ( 92 )
216 Chest motion equation and injury risk of a 3-year-old child under different constrained loads
HAN Yong1,2,3, TANG Huicong1,3, TIAN Fengyi2,3, HUANG Hongwu1,3, Mizuno Koji4
The kinematic response of a 3-year-old child occupant’s chest under impact loading is a blind spot of research. Based on the ECE R44 front collision test regulation, two types of CRSs’ front collision numerical analysis models were established using the hybrid III 3-year-old child dummy and the total human model for safety 3YO (THUMS 3YO) occupant finite element model academic version 4. Then the chest motion equation of Hybrid III 3-year-old child dummy was built to analyze relations among chest acceleration and internal and external forces exerted on chest. Injury risks of THUMS 3YO child’s chest soft tissue organ in two types of CRSs were contrastively analyzed. The analysis results showed that hybrid III 3-year-old child dummy’s chest acceleration is related to external and internal forces exerted on chest, and external force is the most important influence factor on chest acceleration; THUMS 3YO child occupant chest soft tissue organ’s stress and strain both exceed the damage threshold, and the damage value in the front guard plate type CRS is larger than that in the 5-point back-belt type CRS; the study results provide an important guide for design of CRS.
2020 Vol. 39 (1): 216-222 [Abstract] ( 168 ) HTML (1 KB)  PDF (2673 KB)  ( 71 )
223 Active noise control based on general Chebyshev filter
GUO Xinnian1,2,ZHOU Hengrui1,ZHAO Zhengmin1,DU Sidan2
Here, for feedforward duct nonlinear active noise control (NANC) systems, a nonlinear secondary path modeling method and the general Chebyshev filtered-x least mean square (GCFXLMS) algorithm based on general Chebyshev filter (GCF) were proposed. The general Chebyshev filter was obtained through extending the first type of Chebyshev filter and realized with diagonal structures. In diagonal structures, some signal channels far from the principle channels were decreased to reduce the structural complexity. The GCF structure was used to do secondary path modeling, and the sparse virtual secondary path model was deduced. The GCFXLMS algorithm was derived based on this model. The performance of the proposed method was verified through contrastive analysis of computational complexity and control effect with this method and other ones for feedforward duct NANC systems. The results showed that for feedforward duct NANC systems, GCF can reach the secondary path modeling effect similar to that obtained with Volterra filter; compared to the traditional feedforward filters, GCF has better control performance.
2020 Vol. 39 (1): 223-239 [Abstract] ( 197 ) HTML (1 KB)  PDF (2011 KB)  ( 62 )
232 Tests for noise reduction of car body cavity barrier structure
ZHANG Lijun1,2,WANG Ziyi1,2, MENG Dejian1,2
The test study methods were systematically established for noise reduction of car body cavity barrier structure. Variations of body-in-white modal features and transfer function with and without barrier structure were measured to analyze barrier structure’s suppression ability against car body low-frequency noise. The drum test method for noise reduction performance of the whole vehicle barrier structure was built to estimate barrier structure’s suppression ability against engine noise and tire/road surface noise. The wind tunnel test method for noise reduction performance of the whole vehicle barrier structure was built to estimate barrier structure’s suppression ability against aerodynamic noise. The test results showed that cavity barrier structure reducing interior noise has two aspects; on one hand, cavity barrier structure enhances car body’s modal damping to suppress car body’s vibration and reduce interior low-frequency noise; on the other hand, barrier structure cuts off the propagation path of noise from outside of vehicle through car body’s side cavity to invade passenger compartment so as to reduce interior high-frequency noise.
2020 Vol. 39 (1): 232-239 [Abstract] ( 229 ) HTML (1 KB)  PDF (2322 KB)  ( 88 )
240 Effects of buffer hole on amplitude-frequency features of blast vibration signals
ZHOU Jianmin1,2,3, WANG Xuguang2, GONG Min1, ZHAO Mingsheng3, TAO Tiejun3
In order to investigate effects of buffer hole on blast vibration signals’ peak vibration velocity, main vibration frequencies and frequency band energy distribution, blast vibration tests of adjacent slope in a certain open-pit mine of Guizhou province were conducted to get blast vibration signals without and with buffer holes onsite. The wavelet packet analysis method and the numerical simulation one were used to analyze these vibration signals, respectively. The results showed that adjacent slope buffer blast has obvious vibration reduction effect; under the same measurement conditions, horizontal tangential vibration signals have the maximum vibration reduction rate and the best vibration reduction effect; the more close to explosion source, the better vibration reduction effect; blast vibration energy signals’ energy is concentrated in the range of 0-60 Hz and energy distribution is extremely uneven with several main vibration frequency bands; when performing adjacent slope blast with buffer holes, blast vibration signals’ energy is more focused on main vibration frequency bands of high frequency, and avoids natural vibration frequencies of slope.

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2020 Vol. 39 (1): 240-244 [Abstract] ( 232 ) HTML (1 KB)  PDF (1092 KB)  ( 54 )
245 Feature extraction of bearing faults based on adaptive weighted multi-scale combination morphological filtering
HAN Xiaole,HU Tianzhong,YU Jianbo
Aiming at the problem of vibration signals of rolling bearings being often accompanied by noise interference during early fault diagnosis, a selective adaptive weighted multi-scale combination morphological filtering (AWMCMF) method was proposed to extract fault features from vibration signals. Firstly, 3 types of combined operators were used to form a group of new morphological operators being able to effectively extract positive and negative impact features in vibration signals. Secondly, based on new operators, a weighted multi-scale morphological filtering method was proposed, and Teager energy kurtosis was taken as the evaluation index to provide optimized weights for various scales. Finally, the weighted binding was performed for selective adaptive weights and multi-scale operators to obtain the optimized fault feature extraction results. The results of simulated signals and bearing faulty vibration signals showed that the proposed method can be used to effectively filter noise and extract fault features.

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2020 Vol. 39 (1): 245-252 [Abstract] ( 285 ) HTML (1 KB)  PDF (3013 KB)  ( 141 )
253 Seismic fragility analysis for arch dam based on multiple responses
TIAN Shuo, FAN Shuli, CHEN Jianyun
A structural fragility model provides an effective tool for safety evaluation by utilizing a probabilistic framework to consider uncertainty factors affecting structural performance. Here, Baihetan arch dam was taken as the study object, selecting a group of strong earthquake records, considering uncertainties of earthquakes and materials, the incremental method was used to do seismic fragility analysis for Baihetan arch dam.The damage and failure process of the arch dam under ground motion with continuous amplitude-modulation was counted to intuitively divide seismic damage grades of the arch dam, and determine boundary values among various damage grades of 3 responses including arch crown displacement, transverse seam opening and damage volume ratio. Through fitting the results of IDA, probabilistic seismic demand models of 3 responses were established, respectively, and then seismic fragility curves were solved. Fragility curves based on 3 responses under different damage grades were comprehensively compared to fully reflect the fragility of the arch dam. It was shown that seismic fragility curves can be used to predict probabilities of the arch dam reaching various damage grades under action of earthquakes with different intensities; the study results provide a theoretical basis for seismic safety evaluation of arch dams based on performance.
2020 Vol. 39 (1): 253-259 [Abstract] ( 234 ) HTML (1 KB)  PDF (2201 KB)  ( 53 )
260 Nonlinear vibration characteristics and de-bonding recognition of concrete-filled steel tube columns
CAO Hui1,2, LI Yaxiang1
De-bonding of concrete-filled steel tube columns greatly affects structural load-bearing performance, and de-bonding detection receives many researchers’ attention. Here, 5 specimens of cantilevered concrete-filled steel tube columns with different de-bonding states were fabricated, and free vibration acceleration signals of 6 measured points on each specimen surface were recorded simultaneously under hammering excitation. The first order frequency component of recorded signals was separated with the analytical mode decomposition, and then Hilbert transformation was used to get frequency-amplitude curves. The frequency-amplitude curves showed that the specimens without de-bonding reveal stronger nonlinear vibration characteristics, and they are similar to weak Duffing systems; de-bonding existence weakens the specimens’ nonlinear characteristics, the larger the de-bonding area, the smaller the nonlinear coefficients’ absolute values; the closer to de-bonding position the signal measurement point, the weaker the nonlinear characteristics, and the smaller the nonlinear coefficient absolute values; nonlinear coefficients are sensitive to de-bonding and independent of component fabrication and boundary conditions, so they are good indexes to recognize de-bonding of concrete filled steel tube columns.
2020 Vol. 39 (1): 260-265 [Abstract] ( 172 ) HTML (1 KB)  PDF (1199 KB)  ( 66 )
266 Finite particle method for wind-induced vibration control of transmission towers with spherical spring pendulum
HUANG Zheng1, LIU Shi1,2, NIE Ming1, YANG Yi1,2, GAO Qingshui1,2, ZHANG Chu1,2
In order to study control effect of spherical spring pendulum on wind-induced vibration of transmission towers, a reduced model of transmission tower was established with segmental isostiffness beam elements. The element interal force calculation formula based on Timoshenko beam theory for spatial beam structrues was derived. The wind-induced responses of the reduced model and the reduced model-spherical spring pendulum coupled system were analyzed with the finite particle method, respectively. On one hand, due to internal resonance property, the spherical spring pendulum realized a nonlinear energy sink to increase the frequency band width of vibration suppression and improve the robustness. On the other hand, because of nonlinear coupling between the spherical spring pendulum and the reduced model, vibration energy in wind direction was transferred to that in transverse wind direction. Although the system response in transverse wind increased, the overall response of the system decreased. The calculation results showed that the vibration reduction effect of spherical spring pendulum is excellent; when it is installed at 3 positions except tower top, vibration reduction rates for the maxium displacement and the acceleration root mean square are in ranges of 32.5%-42.5% and 35.7%-65.2%, respectively; if keeping mass ratio and installation position unchanged, spherical spring pendulum has a wider design frequency band; using spherical spring pendulum can significantly reduce standard deviation of displacements so as to reduce fatigue damage risk of structures.
2020 Vol. 39 (1): 266-273 [Abstract] ( 204 ) HTML (1 KB)  PDF (1623 KB)  ( 61 )
274 Double-swing interface method for controlling higher order mode effect of self-reset high piers
ZHANG Yuzhi, QIN Bocong, ZHOU Kaixuan, HUANG Rong, HU Hao, LIU Dongdong
In order to control higher order mode seismic response of a self-reset high pier with a swing interface set up at pier bottom (named structure 1), the control effect of the double-swing interface method was studied through using structure 2 and structure 3, respectively. Structure 2 and 3 were formed by setting up the second swing interface at 1/2 pier height and the cross-section with the maximum pier body bending moment of structure 1, respectively. Seven ground motion records with 3 different intensities were taken as inputs, the 3 structures’ the maximum pier body bending moments, the maximum shear forces and the maximum pier top horizontal displacements were obtained with the time history analysis method. It was found that structure 2 can’t effectively control higher order mode effect, while structure 3 can; compared with structure 1, structure 3 can make the maximum pier body bending moment and the maximum shear force be decreased by 20%-46% and 19%-65%, respectively according to different ground motion records and their intensities; but structure 3 can increase the maximum pier top horizontal displacement, and this displacement needs to control with effective means.
2020 Vol. 39 (1): 274-280 [Abstract] ( 187 ) HTML (1 KB)  PDF (1925 KB)  ( 48 )
281 Reliability of butterfly type connection structure of bridge pier FRP composite anti-collision sleeve box
ZHENG Zhi1,2, GENG Bo2, YUAN Pei2, SHANG Junnian2, WEI Sisi2, HU Zhengtao3
The reliability of connection mode among various segments of bridge pier FRP composite anti-collision sleeve box directly affects the box’s protective performance. Here, the reliability of a butterfly type thumb lock connection structure for composite anti-collision sleeve box used on transition pier of a 2-tower 3-span cable-stayed bridge was analyzed. The material performance tests and the scale model structure tensile strength tests were conducted for the butterfly type connection structure. Then, its orthogonal anisotropy constitutive was defined based on test results. Static and dynamic analyses were performed for the reliability of the connection structure using the software Midas Fea and LS-dyna, respectively. The results showed that the reliability of this type connection structure is good; it can ensure the FRP composite anti-collision sleeve box to give full play to the protective performance.

2020 Vol. 39 (1): 281-288 [Abstract] ( 181 ) HTML (1 KB)  PDF (3416 KB)  ( 62 )
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