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中文核心期刊
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中国科技核心期刊
RCCSE中国核心学术期刊

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    Transportation+Big Data & Artificial Intelligence
    Literature Review of Entrainment Probability of Coarse-Grained Sediment
    SHEN Ying1, LIU Jie1, YANG Shengfa1,2
    2023, 42(4): 1-10.  DOI: 10.3969/j.issn.1674-0696.2023.04.01
    Abstract ( )   PDF (649KB) ( )  
    Sediment entrainment is one of the basic problems of sediment transport mechanics and river dynamics, which is of great importance for the evolution of riverbed, channel scouring, and determination of bed-load sediment transport rate. Influenced by multiple factors, such as flow turbulence and the random position of sediment particles on bed, the forces acting on coarse sediment particles were also pulsating, resulting in strong randomness in their entrainment. Therefore, the probabilistic approach is appropriate to describe the entrainment of sediment motion. According to the incipient conditions, the research on entrainment probability can be divided into that based on instantaneous forces and that based on impulse. Through systematic analysis and summary of relevant research on the entrainment probability and its influencing variables in recent decades, the development of research on the coherent structure of turbulent flow in open channels and the gradual deepening of understanding of sediment initiation mechanisms have laid the foundation for further deepening the research on sediment entrainment probability.
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    Radial Temperature Field of High-Strength Steel Wire Cable in Cold Area and Its Parameter Influence Law
    LIU Xingguo1,2, HUANG Wei1,2, TAO Chenyun1,2
    2023, 42(4): 11-20.  DOI: 10.3969/j.issn.1674-0696.2023.04.02
    Abstract ( )   PDF (1346KB) ( )  
    In order to systematically analyze the factors affecting the radial temperature of the suspender of tied-arch bridge, the temperature variation data of suspenders in six-month period were obtained through the measured test on the cross-sectional temperature field of suspenders of three-span tied-arch bridge. Based on heat conduction theory, the simulation analysis model of thermal conduction temperature field of suspender was established by ANSYS finite element software. The sensitivity of temperature field was analyzed by numerical analysis method based on the single condition such as meteorological parameters, thermal parameters of suspender material, internal steel wire porosity and rod diameter parameters. The research results show that the solar radiation intensity plays a major influence factor. When the radiation intensity decreases by 100 w/m2, the radial temperature difference between the two outer sides of the steel wire inside the suspension rod decreases by 0.77 ℃. The porosity of steel wire inside the suspender has great influence on the temperature and radial temperature difference of steel wire inside the shaded surface of the suspender. When the porosity is changed from 5 % and 15 %, the maximum radial temperature difference is 3.4 ℃ and 1.8 ℃, respectively. When the diameter of the cable body changes from 97 mm to 600 mm, the uneven distribution of temperature in the cross-section of the cable body increases obviously, and the radial temperature difference changes to 9.0℃, which is unfavorable to the structural stress. The thermal conductivity and specific heat capacity of steel wire and external anti-corrosion materials have little effect on the radial temperature difference between the two outer sides of the steel wire inside the suspension rod, and the maximum radial temperature difference is 1.3 ℃ and 1.0 ℃, respectively.
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    Application of Generalized Ritter Formula in Trial Design of 700 m Concrete Filled Steel Tubular Arch Bridge
    ZHOU Shuixing1,WANG Peng2,SONG Gongtan1,ZHANG Min1
    2023, 42(4): 21-26.  DOI: 10.3969/j.issn.1674-0696.2023.04.03
    Abstract ( )   PDF (958KB) ( )  
    Variable section arch ribs are often used in long-span concrete filled steel tubular (CFST) arch bridge to meet the mechanics demands.Focusing on the variable section height design of steel tube arch rib, the generalized Ritter formula was derived based on the Ritter formula, which was applied to the trial design of a 700m span concrete filled steel tube arch bridge.The internal forces, elastic stability, dynamic characteristics and main arch stiffness of steel tube arch under different parabola times were calculated.The analysis results show that all the main parameters can meet the specification requirements.Compared with the Ritter formula, the variable section steel tube arch designed by the generalized Ritter formula makes the axial force distribution of the upper and lower chords more uniform, because the negative bending moment of the arch foot section is reduced.
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    Influence Analysis of Epoxy Joint Thickness on Mechanical Properties of Precast Concrete Segmental Beam
    CAI Dongbo1, HU Jing1, CHENG Gao2, ZHANG Ning3
    2023, 42(4): 27-31.  DOI: 10.3969/j.issn.1674-0696.2023.04.04
    Abstract ( )   PDF (2595KB) ( )  
    Due to a variety of effects such as surface spalling of segmental end surfaces, uneven coating thickness of epoxied joint, uneven extrusion stress and segmental assembly errors, unequal thickness of epoxied joint appears in the overhanging process of precast segmental girders. The characteristics of the influence of epoxy joint thickness on the shear stiffness and shear bearing capacity of segmental girders has not been yet clear, and the impact of the deck bearing stiffness at the joint location under wheel load also needs to be further investigated. Based on a large-span segmental precast girder bridge, the effect of joint form and epoxy joint thickness on the mechanical properties of precast concrete segmental girders was analyzed by the finite element software ABAQUS. The results show that the shear ultimate load capacity of segmental girders is significantly affected by the form of joints, and the shear bearing capacity of wet joints is apparently higher than that of epoxied joints. The maximum shear stress of 8 mm-thick epoxied joints is about 10% higher than that of 3 mm-thick epoxied joints. The shear bearing capacity of precast segmental girders is influenced to some extent by the thickness of the epoxy joint, but it is higher than the maximum shear force action value of its supporting engineering. The shear stiffness of segmental beams is not significantly affected by the joint forms of wet, dry and epoxied joints.
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    Cause of Rail Corrugation in the Small Radius Curve Cologne Egg Fastener Section
    QI Wei1,LIU Mei1,CHENG Zhi2,LI Tong2,CUI Xiaolu1,2
    2023, 42(4): 32-39.  DOI: 10.3969/j.issn.1674-0696.2023.04.05
    Abstract ( )   PDF (1570KB) ( )  
    Combined with the rail corrugation of the inner rail in the small radius curve Cologne egg fastener section found in the field test, the cause of the rail corrugation was studied based on the theory of wheel-rail friction self-excited vibration. First of all, a dynamic model of the vehicle-track system was established according to the filed investigation, and the corresponding finite element model of the bogie-wheelset-rail system was established based on the dynamic model. Then, the frictional self-excited vibration characteristics of the wheel-rail system was studied by complex eigenvalue analysis. Finally, the control variable method was adopted to investigate the influence of primary suspension vertical stiffness damping and Cologne egg fastener stiffness damping on the frictional self-excited vibration of the wheel-rail system. The research results show that the frictional self-excited vibration of the wheel-rail system caused by the saturated creep force between the guide wheelset and the rail is the main cause of rail corrugation in the small radius curve Cologne egg fastener section. The vertical stiffness and damping of the primary suspension in the bogie-wheelset-rail system have little influence on the frictional self-excited vibration of the wheel-rail system, while the Cologne egg fastener parameters have obvious influence on the frictional self-excited vibration of the wheel-rail system. As the vertical stiffness of the fastener increases, the frictional self-excited vibration of the wheel-rail system shows a trend of first decreasing and then increasing. The wheel-rail system has the least possibility of generating frictional self-excited vibration when the vertical stiffness of the fastener is 20 MN/m. At the same time, increasing the vertical stiffness of the fastener can suppress the frictional self-excited vibration of the wheel-rail system to some extent.
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    Bridge-Tunnel Interface Failure of Railway Engineering Based on Brittleness Connection Entropy
    WANG Lin1, YU Pengtao1, HU Suoting2,3, BAN Xinlin2,3, XU Jianchao2,3
    2023, 42(4): 40-46.  DOI: 10.3969/j.issn.1674-0696.2023.04.06
    Abstract ( )   PDF (641KB) ( )  
    In order to clarify the internal faults of the bridge-tunnel interface system in railway engineering, a fault analysis method of the bridge-tunnel interface system in railway engineering based on the brittleness connection entropy was proposed.According to the degree of mutual influence between interfaces, the brittleness connection entropy was used to complete the quantification of the brittleness connection within the interface system.The dynamic fault situation of multiple interfaces was analyzed by constructing interface brittleness units, and the fault evolution direction of the interface system was determined by the entropy increase of interface.The above process reflected the game behavior of the interface in the dynamic fault.The interfaces affected by the fault were mapped as the participants in the game, and a non-cooperative game fault analysis model for railway engineering bridge-tunnel interfaces was established.Taking the actual project as the application case, the simulation results show that there is a chain of fault propagation within the railroad engineering bridge-tunnel interface system, and only 64% of the engineering interface maintenance within the railroad work area needs to be completed when periodic maintenance is carried out every 6 units of time, which can ensure the normal operation status of the railroad engineering bridge-tunnel section.Through interface fault analysis and research, the process of interface fault development has been clarified, providing theoretical support for improving the safety and reliability of railway engineering bridge-tunnel interfaces.
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    Removal Technology of Pipe Shed at the Junction of Underground Tunnel and Foundation Pit
    ZHANG Xuefu 1,2, LI Ningjie1,2, ZHOU Yuanfu1,2, CHEN Xiangge1,2, JIA Jiayin3
    2023, 42(4): 47-54.  DOI: 10.3969/j.issn.1674-0696.2023.04.07
    Abstract ( )   PDF (3791KB) ( )  
    Due to the complex urban environment, the construction risk of underground excavation is very great, and the transformation from underground excavation to open excavation often takes place.In order to ensure the safety of the tunnel section during the process of converting from underground excavation to open excavation, three schemes were studied for the case where the pipe shed had already been constructed, namely, demolishing the pipe shed before sloping excavation during open excavation construction, demolishing the pipe shed after constructing the retaining pile before excavation, and demolishing the pipe shed after constructing the retaining pile and simultaneously implementing excavation.The results show that the open excavation construction results in a 40% increase in the stress on the pipe shed, and the force of the pipe shed in the first hole is unfavourable to the force of the pipe shed in the second hole.The axial force of the pipe shed in the first tunnel increases by a maximum of 50% during.After the completion of the retaining pile, the bending moment change of the simultaneous demolition and excavation of the pipe shed is about 10 times larger than that of the pipe shed during excavation.The application of retaining pile in foundation pit can reduce the elastic deformation caused by the demolition of pipe shed, and the shape of its deflection curve is changed by the demolition of pipe shed.The maximum deformation before and after the removal of the pipe shed decreased from 0.7 cm to 0.1 cm.It is recommended to set the retaining pile of foundation pit and to remove the pipe shed before excavation after the transformation from underground excavation to open excavation.The research results can provide theoretical basis and construction experience for similar projects.
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    Failure Mechanism of Pipe Pile Strengthening Soft Soil Subgrade of An Expressway in Hubei Province
    QIU Hongsheng1, GUI Junjie1, ZHAN Bin2, SHEN Li2
    2023, 42(4): 55-61.  DOI: 10.3969/j.issn.1674-0696.2023.04.08
    Abstract ( )   PDF (1053KB) ( )  
    Taking the landslide of soft soil subgrade reinforced by pipe pile of an expressway in Hubei Province as an example, according to the current situation of on-site stratum bias, the landslide sliding area was simulated by using the finite element software GTS NX and the corresponding safety factors were obtained, to explore the rationality of construction and alternative schemes.The test results show that: ① The landslide is not caused by insufficient bearing capacity, but by the uneven distribution of soil layer.The post-treatment scheme does not fully consider the adverse effects of soil bias, which causes the reinforcement of soft soil subgrade is invalid.② In the proposed model, the main slip zone appears in the lower area of the access road near the water side of the subgrade, which drives the slip of the adjacent areas.③ The vehicle load has no significant effect on the landslide, while the pond water pressure effectively offsets part of the lateral pressure to improve the safety factors.④ The pipe pile at the bottom of the subgrade can effectively reduce the bottom displacement, and the pipe pile at the edge of the access road will significantly improve the safety factors.
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    Transportation Infrastructure Engineering
    Application of FAO-PM Method to Estimate the Potential Evapotranspiration of Subgrade in Seasonal Frozen Regions
    LI Dongxue1,SUN Zongyuan1,LI Cong2
    2023, 42(4): 62-70.  DOI: 10.3969/j.issn.1674-0696.2023.04.09
    Abstract ( )   PDF (1533KB) ( )  
    In order to accurately estimate the equilibrium humidity of subgrade soil in the humid and frozen area of the eastern mountainous region of Northeast China (zone Ⅱ1), the United Nations Food and Agriculture Organization-Penman Monteith method (FAO-PM) was introduced to estimate the potential evapotranspiration of climate-controlled roadbed soil, in order to solve the problem of the Thornthwaite method that calculated zero potential evapotranspiration at negative temperatures.The specific meanings of the five climate factors in the FAO-PM model were elaborated, and the calculation process was illustrated by examples.The potential evapotranspiration of subgrade soil in each region was calculated and obtained according to the monthly average meteorological data of 6 meteorological stations in zone Ⅱ1, and the influence rule and degree of main climatic factors on the potential evapotranspiration of subgrade soil were analyzed.The results show that: the total potential evapotranspiration of subgrade soil in zone Ⅱ1 throughout the year is 71.14~87.37 cm, which is 8.27~12.39 cm under negative temperature, accounting for 9.8%~15.7% of the total annual amount.The significant positive correlation between potential evapotranspiration and average temperature in various regions can weaken the negative correlation with other climate factors to some extent.Under negative temperature conditions, the potential evapotranspiration of the roadbed is directly proportional to the average temperature, average wind speed, and average sunshine hours, while inversely proportional to the average relative humidity.The error range between the monthly potential evapotranspiration estimated by the FAO-PM method and the measured data from meteorological stations is 0.47~13.22 cm, and the error range is 0.47~4.31 cm under negative temperature.Therefore, the FAO-PM method is suitable for estimating the potential evapotranspiration of subgrade soil in the natural zoning area Ⅱ1 of highways and has acceptable estimation errors.
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    Rheological Properties and Thermal Oxygen Aging Resistance of GO/PPA Modified Asphalt
    HUANG Jianyun1,MA Qingwei1,2,HUANG Lu3
    2023, 42(4): 71-79.  DOI: 10.3969/j.issn.1674-0696.2023.04.10
    Abstract ( )   PDF (752KB) ( )  
    Through dynamic shear rheological (DSR), multiple stress creep recovery (MSCR) and bending beam rheological (BBR) test, the rheological properties and thermal oxygen aging resistance of asphalt mixed with graphite oxide (GO), polyphosphoric acid (PPA) and its compound before and after aging were studied.The molecular weight of asphalt under different thermal oxygen aging conditions was analyzed by GPC.The results show that the addition of GO and PPA can significantly improve the high-temperature deformation resistance and elastic deformation recovery of asphalt.Compared with SBS modified asphalt, the anti-rutting factor of graphite oxide compounded PPA modified asphalt before and after aging is larger, and the unrecoverable creep compliance is smaller; and the change range of each index before and after aging is also smaller, and its high-temperature deformation resistance, elastic recovery performance and high-temperature thermal oxygen aging resistance are better than SBS and SBR modified asphalt.The stiffness modulus before and after aging and the increase of stiffness modulus after aging are significantly reduced by graphene oxide compound PPA, which effectively improves the low-temperature deformation resistance and low-temperature aging resistance of asphalt, and its low-temperature cracking resistance is equivalent to that of SBR modified asphalt.The distribution area of different molecular weight of graphene oxide compound PPA modified asphalt is narrower before and after aging.Compared with SBS and SBR modified asphalt, the MW, Mn and dispersion coefficient d of graphene oxide compound PPA modified asphalt are smaller after RTFOT and PAV aging, and its thermal oxidative aging resistance stability is stronger.
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    Influence of Coarse Aggregate Distribution Morphology on the Fatigue Performance of Asphalt Mixtures
    WU Guoxiong2, JIANG Yong1, ZHANG Wei1, CHEN Hao3
    2023, 42(4): 80-86.  DOI: 10.3969/j.issn.1674-0696.2023.04.11
    Abstract ( )   PDF (4049KB) ( )  
    In order to analyze the influence of the distribution morphology of coarse aggregates on the fatigue performance of asphalt mixtures, two meso features of coarse aggregate such as angularity and internal contact state of the mixture were selected as coarse aggregate distribution morphological parameters.The image software such as MATLAB was used to analyze and extract the microscopic features of coarse aggregates in asphalt mixtures, and the virtual two-dimensional asphalt mixture specimens were also generated at the same time.Then, the virtual test piece was imported into the discrete element PFC2D software by interactive means, and the codes for setting relevant microscopic parameters and simulating indirect stretching indoor virtual experiments were edited to complete the discrete element simulation experiment.The results show that: when the defined angularity parameter is between 110 000 and 130 000, there is a peak strength of fatigue failure resistance; within the range of contact pairs with normal grading, there is a certain positive correlation between the number of contact pairs and the fatigue failure resistance of asphalt mixtures.
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    Reinforcement Learning Ramp Metering to Balance Mainline and Ramp Traffic Operations
    ZHANG Lihui1,2, YU Hongxin1,3, XIONG Manchu1,2, HU Wenqin1, WANG Yibing1
    2023, 42(4): 87-97.  DOI: 10.3969/j.issn.1674-0696.2023.04.12
    Abstract ( )   PDF (1177KB) ( )  
    Considering the traffic flow conditions of both mainline and ramp in ramp merging areas, a robust adaptive ramp metering model named Deep Reinforcement Learning-Based Adaptive Ramp Metering (DRLARM) based on deep reinforcement learning was proposed.According to traffic flow operation characteristics, a reinforcement learning reward function balancing mainline traffic efficiency and ramp queue length was constructed.To adapt to the dynamically changing traffic environment, a mixed training control model with multiple traffic flow scenarios was adopted, and simulation experiments were conducted under test scenarios such as different congestion causes, different congestion duration and different demand distribution.The average travel time A, lane occupancy ratio o, ramp queue length W and ramp loss time radio P were compared and analyzed in the case of uncontrolled, DRLARM, ALIENA, and PI-ALINEA models.The research shows that the average travel time A controlled by the DRLARM model has been saved by 22% compared to the uncontrolled working condition, slightly better than the ALIENA model, and has a similar control effect as the PI-ALINEA model does.In addition, the ramp loss time ratio P generated by the DRLARM model in different testing scenarios is relatively stable and the absolute value of ramp queue length W is shortened by about 16%, compared with the that of ALIENA model and PI-ALINEA model.The deep reinforcement learning method has taken into account both traffic efficiency and right-of-way fairness, and the trained DRLARM model exhibits good robustness under dynamic traffic conditions.
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    Influence of Abnormal State of Multi-mode Transport System between Hubs in Urban Agglomeration Based on Multi-source Data
    MA Shuhong1,2,YANG Tao1,YUE Min1,CHEN Xifang1
    2023, 42(4): 98-107.  DOI: 10.3969/j.issn.1674-0696.2023.04.13
    Abstract ( )   PDF (3337KB) ( )  
    In order to explore the influence range of the abnormal state of multi-mode transport system in urban agglomeration, the abnormal environments in multimodal transportation system were classified from two aspects: abnormal changes in passenger flow on the demand side and a decrease in transportation capacity on the supply side.A process and analysis method were proposed for identifying the influence range of abnormal states based on multi-source data such as mobile signaling data, intention to travel surveys and passenger ticket information.Taking the Beijing-Tianjin-Hebei urban agglomeration as an example, the dynamic safety threshold of passenger flow between strong link hubs was determined, and an abnormal detection method of channel passenger flow was proposed based on Bayesian prediction.The effectiveness of hub association rules was distinguished by lifting degree, cosine similarity and their normalized values, and a method to determine the influence range of abnormal states based on strong association rules was proposed.The research results show that the channel passenger flow abnormal detection method based on Bayesian prediction has real-time performance and improves the accuracy of passenger flow safety threshold.The influence scope of the hubs is determined by the actual mobile phone data, the intention survey data under the assumed abnormal conditions as well as the association rules, which can provide reference for using data mining technology to analyze the impact and countermeasures of sudden abnormal states.
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    Nighttime Driving Capacity for an Urban Rail Transit Line under Full Line Single-Track Bidirectional Operation Mode
    YANG Zaixu1,2, PENG Qiyuan 1,2, ZHAO Jun 1,2, WANG Meng3, ZHOU Canwei3
    2023, 42(4): 108-115.  DOI: 10.3969/j.issn.1674-0696.2023.04.14
    Abstract ( )   PDF (662KB) ( )  
    A full line single-track bidirectional operation mode, in which one of the two main tracks was used for train operation from both directions and the other one was under maintenance, was proposed to meet the nighttime driving needs of urban rail transit lines. The characteristics of train intersection mode at stations and section operation line drawing mode under the full line single-track bidirectional operation mode were studied, and a general formula for train working graph cycle in each section under the drawing mode of each train operating line was proposed. A 0-1 nonlinear programming model to determine the minimum section train working graph cycle of the line was constructed, and rewritten as a 0-1 linear programming model for ease of solving. The problem of calculating the nighttime driving capacity of urban rail transit which serves all stations was studied. An urban rail transit line under construction was selected, and the 0-1 linear programming model was applied to calculate the lines 6-hour nighttime driving capacity in the period from 23:00 of the previous day to 05:00 of the next day under the full line single-track bidirectional operation mode, and a comparative analysis was conducted of the nighttime driving capacity of the line under different layouts of siding tracks. The results show that the lines total 6-hour nighttime driving capacity under the full line single-track bidirectional operation mode is 10 pairs, and the nighttime driving capacity can be increased by adding additional siding tracks at the station. The proposed 0-1 linear programming mode is simple in calculation and reliable in results, which can be used to calculate the nighttime driving capacity of lines with different layouts of siding tracks.
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    Micro Modeling and Simulation of Mixed Bicycle Traffic Flow Considering Retrograde Behavior
    WEI Zhonghua, HUANG Wenjia, LI Fangzhou, CHEN Liang, YANG Songpo
    2023, 42(4): 116-123.  DOI: 10.3969/j.issn.1674-0696.2023.04.15
    Abstract ( )   PDF (696KB) ( )  
    Retrograde behavior of non-motor vehicles poses a very severe risk to the safety of drivers and has great impact on the traffic efficiency.A microscopic simulation model of mixed bicycle flow considering retrograde behavior was established to investigate the influence of retrograde behavior on the traffic characteristics of mixed bicycle traffic flow.The impacts of the proportion of electric bicycles and retrograde bicycles on the mixed bicycle traffic flow and the setting conditions of one side two-way non-motor vehicle lanes were simulated and analyzed.Research results indicate that the retrograde behavior can reduce the speed and flow of the mixed bicycle traffic flow.The speed and flow of the mixed bicycle traffic flow have a non-linear relationship with the proportion of the retrograde bicycles.As the density of traffic flow is relatively small, the speed of traffic flow with low retrograde proportion decreases faster than that with high retrograde proportion as the density increases.The maximum flow of traffic flow with low retrograde proportion is smaller than that with high retrograde proportion.Reasonable setting of one side two-way non-motor vehicle lanes can improve traffic efficiency.
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    Family Activities-Travel Decision Based on Genetic Algorithm
    HE Baohong1, DUAN Yulin1, GUO Miao2
    2023, 42(4): 124-130.  DOI: 10.3969/j.issn.1674-0696.2023.04.16
    Abstract ( )   PDF (806KB) ( )  
    In order to explore the familys daily activities-travel decision-making behavior, the time geography method was used to highlight the procedural expression of interactive decision-making between family joint activities and individual travel chains.Based on the optimization theory, family joint activities were regarded as the result of maximizing the effectiveness of activity arrangements and travel choices made by members through collaboration and cooperation under certain spatiotemporal constraints, and a family joint activity-travel decision-making model was established.The travel data of nuclear family was selected from the 2016 resident travel database of Kunming as the model validation data, and the genetic algorithm was used to solve the model.By setting different scenarios to reproduce the family activity-travel decision-making process, the model calculation results were compared with the actual travel chain of family members.The results show that 75.84% of the family travel chains in the normal scene are consistent with the actual travel chains, and the compliance rate of the extended scene is 83.64%, which verifies the rationality and applicability of the proposed model. For activities that are strongly constrained by time and space, when a family member is unable to complete the activity, the family will transmit it through dependency between members, and other members will assist in the form of alternative activities to achieve a balance of time and space constraints among family members.
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    A Combined Prediction Model for Highway Traffic Safety Based on ARIMA-LSTM
    LIANG Naixing1,2, YAN Jie1, YANG Wenchen2, CAO Yuanwen3, FANG Rui2
    2023, 42(4): 131-138.  DOI: 10.3969/j.issn.1674-0696.2023.04.17
    Abstract ( )   PDF (1362KB) ( )  
    In order to establish an accurate and effective traffic accident prediction model and improve the level of expressway traffic safety, 65,119 cases of traffic accidents on 11 expressways in Chongqing from 2011 to 2016 were used as the research object, and two total indicators such as “number of accidents” and “deaths toll” were selected to describe the monthly distribution pattern of highway traffic accidents in the time dimension.The autoregressive differential moving average (ARIMA) model was used to capture the linear time series characteristics in the time series data, and the long and short-term memory neural network (LSTM) model was used to fit the nonlinear time series characteristics in the prediction residual series.A combined prediction model for highway traffic accidents based on ARIMA and LSTM has been established, with RMSE and MAPE as evaluation indicators for the model.The results show that the prediction accuracy of each index of the ARIMA-LSTM combined prediction model is better than that of the single ARIMA model.Among them, the “death toll” combined model has a significant improvement effect, and the root mean square error (RMSE) and mean absolute percentage error (MAPE) are respectively improved by 55.83% and 54.80%, compared with ARIMA model.The RMSE and MAPE of the “number of accidents” combined model are respectively improved by 23.15% and 23.29%, compared with ARIMA model.
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    Railway Emergency Resource Scheduling Based on Shapley Value Allocation Principle
    TANG Zhaoping1,ZOU Yang1,LIU Yulin2,SUN Jianping1
    2023, 42(4): 139-144.  DOI: 10.3969/j.issn.1674-0696.2023.04.18
    Abstract ( )   PDF (422KB) ( )  
    The railway emergency with multiple accident points, multiple resources and multiple rescue points may have insufficient resources in the initial stage of emergency rescue.How to scientifically and reasonably allocate the emergency resources of each accident point is related to the fairness and efficiency of rescue.The Shapley value allocation principle was proposed to determine the allocation of resources at each accident point.On this basis, a multi-objective optimization model was established to minimize the rescue time and transportation cost, and the solution was solved by Lingo software programming.Finally, an empirical analysis was carried out by a case study.Through the comparative analysis of rescue schemes under various allocation principles, the results show that the Shapley value allocation principle can better consider fairness and benefit under the allocation of resources at multiple accident points, which makes the allocation of limited resources more reasonable and the rescue scheme more scientific.
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    Transportation Equipment
    Optimization Design of Heat Dissipation Performance of Lithium Battery Composite Thermal Management System
    ZHANG Furen, GOU Huan, LIANG Beibei, HE Yanxiao, ZHU Yilin
    2023, 42(4): 145-152.  DOI: 10.3969/j.issn.1674-0696.2023.04.19
    Abstract ( )   PDF (1772KB) ( )  
    Aiming at the problem of heat dissipation in lithium battery pack, a hybrid liquid cooling system combined with the bifurcation liquid cooling channel with the composite phase change material was proposed and its heat dissipation performance was studied numerically.Firstly, the heat production of the battery was obtained through the charge and discharge experiment of the single battery.Secondly, a three-dimensional battery pack model was established.Taking the number of cooling channels at all levels and the thickness of composite phase change materials as design variables, the optimal Latin square method was used to construct 44 test sample points.Thirdly, the approximate model was established based on the response surface method, and the multi-objective particle swarm optimization algorithm was used for optimization design.Finally, the effect of coolant mass flow rate was also discussed.The results show that when the number of stages in the bifurcated liquid cooling channel and the thickness of composite phase change materials are 5, 5, 7 and 5.659 9 mm respectively, better cooling performance can be obtained, and the maximum temperature, maximum temperature difference and pressure drop are reduced by 3.4%, 35.36% and 46.50%, respectively.
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    Intelligent Vehicle Path Tracking Based on Lateral and Longitudinal Integrated Control
    ZHANG Ping, JIANG Shuzhen, CHEN Yifan, ZHANG Bo, HAN Yi
    2023, 42(4): 153-160.  DOI: 10.3969/j.issn.1674-0696.2023.04.20
    Abstract ( )   PDF (763KB) ( )  
    In response to the issues of low accuracy and insufficient stability in intelligent vehicle path tracking, a solution based on lateral and longitudinal integrated control was proposed.In the proposed method, the optimal front wheel steering angle was obtained based on the model predictive controller during lateral control, and the vehicle tracked the desired speed through acceleration and deceleration control strategy during longitudinal control.Moreover, the lateral and longitudinal control was coupled to form the lateral and longitudinal integrated control.CarSim and MATLAB/Simulink co-simulation platform was used to simulate the path tracking performance.The calculation results show that the proposed controller can stably track the expected speed and also improve the path tracking accuracy and driving stability.
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