Loading...

Table of Content

    25 December 2014, Volume 42 Issue 12
    Traffic & Transportation Engineering
    Wang Yi-min Zeng Ze-min Zou Chao Chen Ye-kai
    2014, 42(12):  1-8.  doi:10.3969/j.issn.1000-565X.2014.12.001
    Asbtract ( 334 )   PDF (3141KB) ( 258 )  
    Related Articles | Metrics

    In recent years,over-track buildings have been planned and constructed at the upper space above metrodepots in many Chinese cities.In order to analyze and evaluate the influence of train-induced environment vibra-tions at metro depots,the field measurements of vibrations of ground and buildings adjacent to the test-line at Xia-jiao Metro Depot of Guangzhou Metro Line 3 were carried out,and the propagation characteristics of the vibrationswere analyzed in the domains of time and frequency.Then,the results were compared with the national vibrationstandards for the environmental impact assessment of vibration.It is found that (1) when the train at the metrodepot runs normally on the test-line,the vertical vibration of adjacent ground is significantly larger than the horizon-tal vibration with a measured maximum vertical vibration acceleration level of 66.4 ~91.2dB and a vertical vibra-tion frequency range of 10 ~ 120 Hz; furthermore,the vertical vibration peak values appear within the frequencyrange of 25 ~40Hz; (2) the maximum vertical vibration acceleration level of adjacent buildings is 48.9 ~76.2dB,and when the vibrations propagate upward along the structures,the vibration frequencies are mainly 5 ~60Hz andthe maximum vibration acceleration levels of floor appear within 20 ~25Hz; and (3) the ground and building vi-bration levels within the range of 0 ~ 30 m from the track center both exceed the relevant national vibration stan-dards.Therefore,it is very necessary to adopt measures to reduce the influence of environmental vibrations in thearea adjacent to the test-line when over-track buildings are going to be constructed above metro depots.

    Yan Bin Dai Gong-lian Su Hai-ting
    2014, 42(12):  9-13.  doi:10.3969/j.issn.1000-565X.2014.12.002
    Asbtract ( 375 )   PDF (1201KB) ( 276 )  
    Related Articles | Metrics

    The traditional thermodynamics-based analysis methods of the temperature fields of concrete structuresare characterized by too many assumptions and excessive energy consumption in calculation,and with these methodsit is difficult to obtain parameter values.In order to know more about the vertical temperature gradient distributionin track plate,a multi-layer artificial neural network based on error back propagation is established by using thelong-term observation data of the temperature field of track plate.Then,the meteorological parameters easy to beobtained are used as the training samples to predict the vertical temperature gradient of track plate,and the predic-tion accuracy is verified by the measured data.On this basis,the influences of the daily temperature difference,thesunshine hours and the wind speed on the vertical temperature gradient of track plate are discussed.The resultsshow that (1) when the artificial neural network of a 4-16-1 structure is established with the daily temperaturedifference,the daily average wind speed and the sunshine hours as the training samples,the network has a strongrobustness and can accurately predict the vertical temperature gradient of track plate with a maximum error of 2.0℃and an average relative error of 0.38%; (2) there is a complex nonlinear relationship between each meteorologicalparameter and the vertical temperature difference of track plate; (3) generally speaking,the stronger the sunshineis and the higher the wind speed is,and the greater the vertical temperature gradient of track plate will be; and(4) the vertical temperature gradient of track plate is -2 ~10℃ in the central region of China.

    Yang Yong-hong Wu Chi Wang Xuan-cang Mao Ge
    2014, 42(12):  14-20.  doi:10.3969/j.issn.1000-565X.2014.12.003
    Asbtract ( 415 )   PDF (817KB) ( 217 )  
    Related Articles | Metrics

    As wind power equipment is heavy and long,it requires a special highway to transport,which belongs tospecial equipment transportation.As there is no specification for the highway alignment design of large-scale windfarms in the mountainous areas in China,the relative indexes of aerogenerator transportation vehicles are systemati-cally investigated in this paper,and a typical vehicle for aerogenerator transportation is analyzed in terms of the dy-namic performance,the grade ability under different actual loads and the ideal maximum and unlimited-length lon-gitudinal grades.Next,a dynamic performance diagram is drawn up,and the balance velocities of the typical vehi-cle on different gears and grades are calculated.Then,the maximum climbing grades at different elevations underdifferent loads are obtained,and the ideal and unlimited-length maximum longitudinal grades of the typical vehicleunder different loads are figured out.Finally,the usual and limited values of the maximum longitudinal grade arerecommended for the large-scale aerogenerator transportation at different design speeds.Specifically,the limitedvalue of the maximum longitudinal grade with an actual load of 80t is recommended to be 14.5%.The results canprovide guidance for aerogenerator transportation highway design and construction,and can also be used to formu-late standards relevant to aerogenerator transportation highways.

    Zhang Xiao-ning Rong Hong-liu Huang Wen-ke Chen Jian-hua
    2014, 42(12):  21-26,34.  doi:10.3969/j.issn.1000-565X.2014.12.004
    Asbtract ( 303 )   PDF (9708KB) ( 305 )  
    Related Articles | Metrics

    The mastic asphalt (MA) has a weak high-temperature performance.In the investigation,the high-tem-perature performance of two kinds of British-style MA steel bridge deck pavements to be used in Hong Kong-Zhuhai-Macao Bridge was tested under accelerated load by using MLS66.The results show that (1) the MA produced withGerman-style GA craft,namely GMA,is equivalent or even superior to that produced with the traditional British-style craft in terms of the high-temperature performance; and (2) GMA can solve the real production ergonomicsproblems of bridge deck pavements,and the MA performance can meet the British-style standard.

    Hu Yu-cong Chen Hai-wei Ouyang Jian Piao Lian-hua Liang Feng-ming
    2014, 42(12):  26-34.  doi:10.3969/j.issn.1000-565X.2014.12.005
    Asbtract ( 240 )   PDF (2630KB) ( 241 )  
    Related Articles | Metrics

    In order to forecast the traffic demand in a new town,by using the random utility theory,the distributionof residential and activity locations is defined as a Logit formulation of land rent and traffic location,and a balanceequation is established to simulate the assignment of houses and activities.Thus,a Logit model is constructed tosimulate the spatial distribution of land use in the new town.On this basis,a combination model of trip generationand distribution is constructed by embedding the population and employment distribution and the location functioninto the traffic demand forecasting model.Finally,Guangzhou Nansha new town is taken as an example to test andverify the two models.The results show that (1) the Logit model is able to simulate the spatial distribution of landuse and analyze the distribution of the selected residential and activity locations in the new town; and (2) when thevacancy rate of housing and shopping is taken into account,the total population and daily trip generations of Nanshanew town in 2030 are predicted to be 2420 thousand and 7322 thousand respectively,which decrease respectivelyby 19.3% and 12.8% in comparison with the results of the conventional method.

    Zhang Yong-gang Xu Jian-Min Zou Tie-fang Liu Yu
    2014, 42(12):  35-39.  doi:10.3969/j.issn.1000-565X.2014.12.006
    Asbtract ( 269 )   PDF (1656KB) ( 196 )  
    Related Articles | Metrics

    In order to provide a reliable approximate vehicle velocityd for simulating a vehicle-pedestrian accident,the relationship between the flight-phase distance of pedestrian and the vehicle velocity is derived,based on theclassical mechanics and some hypotheses.Then,two useful prediction models of minimal vehicle velocity are ob-tained,and one of them is used for a flat road while the other is used for a slope.Moreover,the two models are ver-ified by comparing the existing researches with the simulation results obtained through Pc-Crash.It is found that thetwo models are effective and feasible.Finally,the two models are further verified by a real vehicle-pedestrian acci-dent.

    Wang Shi-ming Xu Jian-min Luo Qiang Li Ri-han
    2014, 42(12):  40-50.  doi:10.3969/j.issn.1000-565X.2014.12.007
    Asbtract ( 268 )   PDF (1687KB) ( 444 )  
    Related Articles | Metrics

    In recent years,traffic accidents caused by vehicle lane changing on highways or fast roads have becomefrequent and have caused serous consequences.Aiming at this problem,a lane changing pre-warning model for high-ways is proposed in this paper.First,the process and motivation of lane changing are described.Next,the simulationscenario of lane changing is designed,and the possible vehicle collision types are analyzed.Then,the position rela-tionship between the lane-changing vehicle and the adjacent vehicles are discussed on the premise of avoiding anycollision,so as to find out the critical position of a vehicle collision.On this basis,a safe distance which can be usedto avoid vehicle collisions is presented.Finally,the proposed model is proved to be correct by an example of lanechanging in uniform motion.

    ang Qing-fang Ma Ming-hui Liang Shi-dong Mei Duo
    2014, 42(12):  51-57,76.  doi:10.3969/j.issn.1000-565X.2014.12.008
    Asbtract ( 657 )   PDF (2035KB) ( 269 )  
    Related Articles | Metrics

    Current freeway traffic data resources have not been fully utilized,and therefore the freeway toll systemwith high management and construction costs only has such primary functions as collecting traffic information vehiclerecord and network toll,which leads to a great waste of traffic data resources.In order to solve this problem,atravel time estimation method is designed based on freeway network toll data,and the FCM(Fuzzy C-Means)cluste-ring method is adopted to identify the freeway traffic state according to the velocity changes of big and small vehi-cles.Then,the two methods are verified on the VISSIM platform.The results show that the first method can obtainhigh-quality link travel time data and the second method can accurately identify the freeway traffic state,whichhelps to update history data and can provide an accurate basis for freeway management departments to make deci-sions.

    Zhang Xi Pu Yun Liu Hai-xu
    2014, 42(12):  58-63.  doi:10.3969/j.issn.1000-565X.2014.12.009
    Asbtract ( 264 )   PDF (1098KB) ( 381 )  
    Related Articles | Metrics

    As compared with the network equilibrium assignment model based on the equilibrium principle,theday-to-day traffic assignment model is more feasible due to its capability to describe the disequilibrium status of anetwork system.In order to overcome the defects of the expected utility theory-based route choice model of trave-lers,the cumulative prospect theory is used to obtain the cumulative prospect value of the traveler route with thecharacteristic of reference point dependency.Assuming that travelers are the followers of the maximum cumulativeprospect of routes,a route switching model for network systems is constructed according to the discrepancy betweendifferent route cumulative prospects,and then a day-to-day dynamic assignment model is proposed.Finally,theproposed assignment model is verified by a numerical test on a network.The results show that the proposed assign-ment model can describe travelers' boundedly rational behavior considering stochastic risks in dynamic decision-making contexts.

    Mechanical Engineering
    Dai Jie-tao Li Lie-jun Zhang Zu-jiang Liu Jin-bo
    2014, 42(12):  64-69.  doi:10.3969/j.issn.1000-565X.2014.12.010
    Asbtract ( 333 )   PDF (1476KB) ( 430 )  
    Related Articles | Metrics

    In order to solve the edge wave problem during medium plate rolling,this paper describes the wave func-tion by using a high-order trigonometric function,which better reflects the actual situation,in which the plate edgewave does not cover the whole plate width.On this basis,the critical buckling condition of the plate edge wave isobtained by utilizing an energy method to perform the analytical calculation.Meanwhile,the calculation results ofan actual edge wave plate are compared with the measured data.It is found that the measured crown is greater thanthe critical crown of the edge wave buckling occurrence,which indicates that the analytical calculation for the edgewave is correct.In order to solve the high-order edge wave problem,a roller shape curve with six items is designedbased on the analytical calculation results,finding that the ability of the proposed method to control the edge waveis obviously improved.In addition,a new input system is designed for the roll bending force.The above improve-ment measures have been adopted in practical application with a significant effect,which demonstrates the correct-ness of the edge wave generation mechanism presented in this paper.

    Shi Bai-jun Li Zhen-yan Wu Si-chi
    2014, 42(12):  70-76.  doi:10.3969/j.issn.1000-565X.2014.12.011
    Asbtract ( 257 )   PDF (2222KB) ( 276 )  
    Related Articles | Metrics

    First,the main parameters representing the quality of clinching points are explored in this paper,andthe geometry shape of the mould is parameterized.Next,the finite element simulation and the experiment are com-bined to discuss whether the multi-objective optimization of the mould key parameters affecting the mechanical pro-perties of clinching points is feasible.Then,an intelligent selection formula of the mould is proposed,by means ofwhich the geometric parameters of the mould for specific materials can be obtained by imputing only the plate thick-ness.It is found that the experimental results of the cross sections of clinching points accord well with the simula-tion ones,and the mould selected through the intelligent selection formula is of high-quality clinching points.

    Cai Xiang-wei Fang Zong-de Su Jin-zhan
    2014, 42(12):  77-83.  doi:10.3969/j.issn.1000-565X.2014.12.012
    Asbtract ( 286 )   PDF (5787KB) ( 194 )  
    Related Articles | Metrics

    In order to calculate the misalignment of spiral bevel gears in the working conditions,the relationshipamong different groups of misalignment which lead to the same contact pattern is analyzed.It is found that thesegroups of misalignment are equivalent,and the misalignment identification can be solved by getting only one equi-valent solution without exact calculation.Then,the digital features of contact pattern are extracted,and the equiva-lent misalignment is obtained using an optimal method by means of minimizing the sum of two contact path devia-tions as the objective function.Finally,the precision of the identification algorithm and the effectiveness of theequivalent misalignment are verified by taking a couple of spiral bevel gears as an example.

    Ma Wen-xing Wang Ruo-yang Cai Wei
    2014, 42(12):  84-89.  doi:10.3969/j.issn.1000-565X.2014.12.013
    Asbtract ( 335 )   PDF (4654KB) ( 250 )  
    Related Articles | Metrics

    The flows in hydrodynamic torque converters are complicated,inconstant,incompressible,three-dimen-sional and viscous.An adjustable hydrodynamic torque converter is set up by adding the adjustable guide wheels tothe torque converter with three components.In the investigation,the full port models of the torque converters withdifferent openings are constructed based on the fact that the adjustable guide vane of the hydrodynamic torque con-verter is of multiple openings.Then,the internal flow of the torque converter is simulated by means of the segrega-ted solver,the SIMPLE algorithm and the large eddy simulation (LES) turbulence model.Based on the simulationresults,both the flow characteristics of the internal flow field and the working characteristics of the guide wheels areanalyzed.Thus,the roles of adjustable and fixed guide wheels are acquired,which can provide guidance for impro-ving the performance of the adjustable hydrodynamic torque converter as well as for designing guide vanes.

    Chen Jin Guo Xiao-feng Li Song-lin Sun Zhen-ye
    2014, 42(12):  90-96,111.  doi:10.3969/j.issn.1000-565X.2014.12.014
    Asbtract ( 346 )   PDF (2165KB) ( 448 )  
    Related Articles | Metrics

    For the pre-bending blade of wind turbines,there exists a coupling relationship between the bendingcurve design and the layer structure design.In order to realize the integrated design of the pre-bending curve andthe layer structure of a wind turbine blade,a parametric expression of the pre-bending curve and the layer structureis proposed.Then,the parametric modeling method for the blade finite element model is proved to be correct by anexample.On this basis,an integrated optimal design model is constructed for the pre-bending curve and the layerstructure,and the particle swarm algorithm is adopted to optimize the pre-bending curve and the layer structure of a850kW wind turbine blade,so as to minimize the blade mass under the constraints of the material strength,themaximum deformation of the blade tip and the vibration frequency.It is found that the blade weight decreases by15.26% under the above constraints,which confirms the correctness of the proposed optimal design method.

    Power & Electrical Engineering
    Lin Peng Liang Xing Liu Mei-qing Yan Hao Wu Yuan-wei Zhao Wen-sheng Liu Zhi-yong
    2014, 42(12):  97-103.  doi:10.3969/j.issn.1000-565X.2014.12.015
    Asbtract ( 299 )   PDF (1903KB) ( 277 )  
    Related Articles | Metrics

    In the investigation,the structure features and start-up characteristics of vertical mixed-flow pumps areanalyzed.Then,with the maximum water hammer pressure in the start-up process as the control target,an orthogo-nal test table is designed to calculate the 3-D water hammer and analyze the influences of the electric motor start-uptime,the butterfly valve opening time and the blade angle on the pump start-up process,which provides a strongtheoretical basis for the start-up operation optimization of the vertical mixed-flow pump.The results show that (1)as the electric motor start-up time increases,the maximum pressure of the pump start-up water hammer decreasesgradually,with a maximum amplitude of 4.4%; (2) as the butterfly valve opening time increases,the maximumpressure increases gradually,with a maximum amplitude of 3.4%; (3) with the increase of the blade angle,thechange of the maximum water pressure becomes more complicated; and (4) the effect of the electric motor start-uptime on the maximum water hammer pressure is the most significant while the effect of the butterfly valve openingtime is the weakest.Besides,by taking into account the fact that there exist saddle regions in the head curves atcertain blade angles and from the perspective of guaranteeing the normal running of water pump,the optimal start-up parameters are found to be an electric motor start-up time of 26s,a butterfly valve open time of 30s and a bladeangle of -3 °.

    Zhang Xiao-ying Sun Qing-you Qiao Lei Lu Dong-hua Wen Qing-long
    2014, 42(12):  104-111.  doi:10.3969/j.issn.1000-565X.2014.12.016
    Asbtract ( 352 )   PDF (8928KB) ( 213 )  
    Related Articles | Metrics

    The flow characteristics of spacer grid and rod bundle channels play an important role in the frame designof fuel assembly.In this paper,one unabridged spacer grid of a 5 ×5 fuel assembly is investigated.Its 3D geometryand unstructured grids are established,and a CFD code is adopted to simulate the flow characteristics of rod bundlechannels and the heat transfer characteristics of the fuel rod.Then,the effects of mixing vane,dimple,spring andband on the flow field of the fuel assembly are analyzed.The results show that (1) the spacer grid can significantlyenhance the flowing mixture and the heat transfer in the fuel assembly; (2) the mixing vane has the most signifi-cant effect on the flow field,and the downstream lateral flow of the mixing vane forms along the vane stretch direc-tion with a lateral flow length of more than 9 times greater than the grid length; and (3) the dimple and the stringcause the lateral flow to form only near their location; specifically,the lateral flow of the dimple extends from theband to the dimple front,the lateral flow of the single spring runs along its bending direction,and as for the dualspring,there exists a weak lateral flow in its joint part with the band.

    Wang Yu Xie Yun-xiang
    2014, 42(12):  112-119.  doi:10.3969/j.issn.1000-565X.2014.12.017
    Asbtract ( 351 )   PDF (2420KB) ( 176 )  
    Related Articles | Metrics

    Accurate and fast harmonic current detection plays an important role in determining the compensationperformance of active power filters.In this paper,an improved three-phase four-wire harmonic current detectionmethod is proposed by combining the traditional instantaneous reactive power theory with the FBD method.In thismethod,the algorithm complexity is reduced by cutting the unnecessary separation link of the zero-sequence cur-rent,and the matrix operations caused by the coordinate transformation in the traditional instantaneous reactivepower method are also reduced,thus improving the real-time and dynamic performance of the harmonic current de-tection.Moreover,the zero-axiscurrent is compensated separately and the balance control of upper and lower capac-itor voltages is conducted,so as to ensure the applicability of the active power filter of three-phase four-wire capaci-tors.In order to reduce the hysteresis error caused by the low-pass filter during the sampling and calculation and toimprove the harmonic detection accuracy,an improved moving average algorithm is adopted to replace the low-passfilter.Finally,the feasibility and superiority of the proposed method are verified through the simulation and experi-ment in a three-phase four-wire active power filter.

    Tang Zhi-de Chen Wei Luo Jian Deng Ming-feng
    2014, 42(12):  120-126.  doi:10.3969/j.issn.1000-565X.2014.12.018
    Asbtract ( 287 )   PDF (1971KB) ( 394 )  
    Related Articles | Metrics

    The cascaded STATCOM with delta configuration plays an important role in the unbalanced load compen-sation,and it is an important means to improve power quality.In this paper,through theoretical analysis,a methodof calculating the compensation range of negative sequence current is proposed for compensating the rated reactivecurrent by using the cascaded 10kV·A/(380V) STATCOM with delta configuration.As the individual phase con-trol of the cascaded STATCOM with delta configuration shows a slow dynamic response and a low precision,the in-dividual sequence control is adopted to handle the cascaded STATCOM with delta configuration,thus realizing acomprehensive compensation for reactive and negative sequence components.Finally,in the Matlab/Simulink envi-ronment,a 10kV·A/(380V) STATCOM with delta configuration is built to simulate the system,and the resultsprove the correctness of the calculation method and the control strategy.

    Mechanics
    Huang Huai-wei Zeng Di-qi Liang Yun-yi
    2014, 42(12):  127-132.  doi:10.3969/j.issn.1000-565X.2014.12.019
    Asbtract ( 515 )   PDF (3406KB) ( 395 )  
    Related Articles | Metrics

    Folding-brazing is one of the efficient methods for fabricating X-type lattice sandwich structures.How-ever,it can cause thermal residual stress.Current researches have ignored the effect of the thermal residual stresson the structural stability.In this paper,a finite element method is adopted to simulate the buckling behavior of theX-type lattice sandwich structure in the state of compression under the thermal residual stress,and the effects of thebrazing temperature drop and the plate thickness are taken into account.The results show that (1) raising the platethickness helps to increase the buckling critical load of the structure and enlarge the plastic fluid zone of the struc-ture in the state of buckling; (2) in general,the pre-buckling behavior of the structure consists of linear and non-linear deformations; (3) the thermal residual stress can strengthen the linear deformability but weaken the non-linear deformability,and it has little effect on the buckling critical load; and (4) both raising the dropping range ofthe brazing temperature and decreasing the plate thickness can enhance the thermal residual stress effect.

    Han Qiang Wang Cai-hong Yao Xiao-hu
    2014, 42(12):  133-140.  doi:10.3969/j.issn.1000-565X.2014.12.020
    Asbtract ( 340 )   PDF (1508KB) ( 249 )  
    Related Articles | Metrics

    In this paper,based on the molecular dynamics method,the axial compressive properties of armchaircarbon nanotubes with cracks are investigated through the AIREBO potential function,and the effects of the crackand tube lengths on the axial compressive properties of carbon nanotubes are analyzed.Then,the stress-strain curveand the potential curve are described,and the typical deformed structures in the axial compression process are ob-tained.The results show that (1) for the carbon nanotubes of different crack dip angles,the critical bucklingstrength decreases with the increase of the crack length; (2) for the carbon nanotubes with a crack dip angle of90°,there are hollows and dislocation in the crack region under the axial compressive load; (3) for the carbonnanotubes with a crack dip angle of 30°,there are hollows around the crack and twists in the crack edges; (4) forthe carbon nanotubes of two different crack dip angles,there is no resilience around the crack in the whole axialcompressive process; and (5) the axial bearing capacity of the carbon nanotube with different cracks decreases withthe increase of the tube length.

    Cheng Feng Wang Xing-hua
    2014, 42(12):  141-148.  doi:10.3969/j.issn.1000-565X.2014.12.021
    Asbtract ( 294 )   PDF (2141KB) ( 207 )  
    Related Articles | Metrics

    In the investigation,a consolidated drained tri-axial comparison test was performed to analyze the undis-turbed soil,the heavy metal-contaminated soil and the heavy metal-contaminated soil with the organic curing agent(epoxy curing agent of 1.5%,epoxy curing catalyst of 2.6%,thinner of 1.0%)under the low confined pressuresof 90,120,240kPa and the relatively high confined pressures of 600,900,1200kPa,and the mechanical volu-metric-change characteristic curves of the three kinds of soils were drawn up.The results show that the organic cu-ring agent can dramatically improve the strength of the heavy metal contaminated soil,and effectively ameliorate itsmechanical behavior of expanding under a low confined pressure and of contracting under a relatively high confinedpressure.In addition,a two-yield-surfaces volumetric-change constitutive model of the heavy metal metal-contami-nated soil is established based on the Pietruszczak hardening rule.This model overcomes the deficiency of the singleyield surface model that can't be used to describe the critical state of the volumetric change of the heavy metal-con-taminated soil,and it also reflects the volumetric change more reasonably.

News
 
Featured Article
Most Read
Most Download
Most Cited