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中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

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    28 February 2023, Volume 42 Issue 1 Previous Issue   

    Transportation Equipment
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    Force Behavior of Special Joints of Plate-Girder Combined Steel Truss Bridge Reinforced by Suspension Cables
    WEI Sisi, GENG Bo, SHANG Junnian, ZHENG Zhi,
    2023, 42(1): 1-8.  DOI: 10.3969/j.issn.1674-0696.2023.01.01
    Abstract ( )   PDF (10718KB) ( )  
    In order to investigate the static force behaviour of special joints at the connection between the top chord and stiffening chord of plate-girder combined continuous steel truss girder stiffened by suspension cables, a three-dimensional multi-scale finite element model of the whole bridge was established, which was based on Chongqing Zengjiayan Jialing River Bridge. The results of finite element analysis were verified by the scaled model test, and the stress condition of special joints under the most unfavorable load combination was studied. The research results indicate that the stress near the connection between the stiffening chord and the top chord is relatively large and its distribution is complex, which is the focus of the study. The Von Mises stress of the majority of special joints is below 198.0 MPa. The Von Mises stress of each member of the special joint is less than the strength design value of the steel, and the structure has sufficient safety reserves. The orthotropic steel deck participates in the vertical bending of main girder. The internal forces transmitted by the upper deck system account for about 34% and 33% of the combined forces in the longitudinal and transverse directions. The load is transferred from the midspan to the fulcrum through the special joint, and the force borne by the steel deck, top chord, vertical web and diagonal web is gradually transferred to the stiffening chord. The stiffening chord is introduced to improve the beam height and resist the vertical bending moment of the main beam section. Results of finite element analysis verify the reliability of the special joints of the Zengjiayan Jialing River Bridge, which can also serve as a reference for future research and design of similar structures.
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    Temperature Field Characteristics and Cooling Measures of Steel Box Girder of Cross-Sea Bridge
    ZHANG Ligang, CHEN Zhongjiang, WU Bo, WU Ke, ZHU Kai
    2023, 42(1): 9-14.  DOI: 10.3969/j.issn.1674-0696.2023.01.02
    Abstract ( )   PDF (1188KB) ( )  
    In order to understand and prevent the adverse effects of temperature changes on the steel box girder of the cross-sea bridge, the time series change characteristics of the air temperature field inside the steel box girder were studied through FEM and field measurement. And reasonable cooling measures for the high temperature condition in summer were proposed. The results show that: compared with the asphalt-free pavement, the internal air temperature of the steel box girder with asphalt pavement will be significantly lower during the heating stage, even lower than atmospheric temperature outside the steel box girder, and the internal air temperature extremes appear later and cool down slower; the vertical temperature of the steel box girder section near the top plate changes rapidly, while the temperature changes at other locations are gentle, and the entire temperature gradient can be described by exponential function and linear function; when the internal air temperature of the steel box girder is relatively high, the comprehensive cooling measures of “personal protection + mobile cooling fan” can be adopted.
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    Experimental Study on Temperature Compensation of Magneto-Elastic Inductance Sensor Based on Optimized Neural Network
    ZHOU Jianting, TAN Kui, ZHANG Xianghe, ZHANG Senhua, YIN Changhua
    2023, 42(1): 15-20.  DOI: 10.3969/j.issn.1674-0696.2023.01.03
    Abstract ( )   PDF (894KB) ( )  
    Magneto-elastic inductance sensor is the main equipment to monitor the stress of prestressed steel strand by magneto-elastic inductance method, but the temperature will cause monitoring error. In order to improve the monitoring accuracy, firstly, the principle of stress monitored by magneto-elastic inductance method and the influence mechanism of temperature were analyzed. Secondly, four groups of prestressed steel strands with different tension control forces were tested for temperature compensation, and the temperature sensitivity of the sensor was studied to find that the sensor inductance drift was related to the temperature variation amplitude and path, and the relative error caused by temperature was up to 11.1%. Finally, BP neural network and optimized GA-BP neural network were respectively used to compensate temperature by K-fold cross verification method. The research results show that: compared with BP neural network, GA-BP neural network can effectively correct the temperature error, improve the generalization ability, and reduce the relative error to 3.3% after optimization.
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    Extraction Method of High-Speed Overpass Centerline Based on Vehicle LiDAR Point Cloud
    WANG Jin, SI Qi, LIU Jiahui, TENG Yingyan, ZHANG Boming
    2023, 42(1): 21-26.  DOI: 10.3969/j.issn.1674-0696.2023.01.04
    Abstract ( )   PDF (1274KB) ( )  
    Vehicular light detection and ranging (LiDAR) technique has great application prospects in smart roads because it can quickly and efficiently obtain the geographic information of the road and both sides. Massive point clouds collected by the LiDAR technique achieve ‘what you see is what you get’. However, due to its large amount of data and many noise points, the relevant methods of road centerline extraction are not mature enough. A point cloud data processing method for centerline extraction of high-speed overpass was proposed, in which multiple filtering algorithms (gradient filtering, Gaussian filtering and bilateral filtering) were used to filter the off-road point clouds, the Alpha shapes algorithm was used to identify the road boundary and the B-spline curve fitting algorithm was finally introduced to fit the road centerline. The effectiveness and feasibility of the proposed method were verified by the vehicular LiDAR data of a high-speed overpass in a case study. Relevant research results can be used in the fields of smart road reconstruction, expansion and maintenance.
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    Mechanical Performance and Parametric Analysis of Novel Steel-UHPC Joints without Cell
    ZHAO Hua, LU Keyu, SUN Tao, LIU Rong, LU Lizhi
    2023, 42(1): 27-35.  DOI: 10.3969/j.issn.1674-0696.2023.01.05
    Abstract ( )   PDF (1852KB) ( )  
    To investigate the mechanical performance and the force transfer mechanism of the novel steel-UHPC joints without cell, the main bridge of Yuanshui Grand Bridge with a main span of 240 m was cited as the research background. The local model of steel-UHPC joints was established by FEM, and the structural forces and the structural parameters affecting the structural force transmission were analyzed. The results show that: the structure has smooth structural force transmission and the stresses in each part basically meet the requirements even under the most unfavorable positive bending moment condition; the shear force of studs is basically distributed in saddle shape, and the maximum comprehensive shear force is up to 29.7kN, with a certain safety reserve; the proportion of axial load borne by the pressure bearing plate is about 82.34%, and the proportion of axial load borne by the pressure bearing plate increases as its thickness increases; the increase of the concrete strength and the thicknesses of the UHPC top and bottom plates can reduce the shear force of studs; the UHPC joints can effectively reduce the slip of the studs; when the length of the joints increases, the shear resistance of the middle studs cannot be effectively exerted.
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    Image Interpretation of Pavement Reflection Crack Based on GPR Forward Modeling Technology
    LUO Rong, LI Chong, CHENG Bowen, YU Xiaohe, FENG Guangle
    2023, 42(1): 36-44.  DOI: 10.3969/j.issn.1674-0696.2023.01.06
    Abstract ( )   PDF (2327KB) ( )  
    In order to solve the problem of disease identification of ground penetrating radar images, the three-dimensional electromagnetic wave equation was solved based on the finite element method, and MATLAB code was written for numerical simulation. Based on the core sample test data of the Han-Shi Expressway pavement, a three-dimensional road real model was established, and a variety of reflective cracks with different damage degrees and shapes were also established. The propagation law of electromagnetic waves in different development stages of the reflective cracks was analyzed. The results show that as the depth of the reflection crack changes, there are significant differences in GPR images, and there is a certain linear relationship between the reflection voltage and the crack depth. The actual voltage image can be used to calculate the depth of the pavement reflection crack. The research results provide a theoretical basis for the analysis of pavement crack disease images of the Han-Shi Expressway.
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    Establishment and Experimental Verification of Theoretical Model of Asphalt Fracture Performance
    KONG Lingyun, ZHANG Yixin, ZENG Yumei, HUANG Linhuo
    2023, 42(1): 45-53.  DOI: 10.3969/j.issn.1674-0696.2023.01.07
    Abstract ( )   PDF (1102KB) ( )  
    In order to evaluate the fracture performance of asphalt, the geometric model of asphalt fracture performance was established according to the relevant knowledge of elastic mechanics theory, which was decomposed into the superposition of two new configurations. The theoretical relationship of asphalt critical cracking state was derived by using the complex function method, and the theoretical model of asphalt fracture performance with central penetrating crack and without macroscopic crack was obtained by modifying it. SK-70# base asphalt was taken as raw material, and uniaxial tensile test, bending creep test, surface energy test and fracture performance test were carried out respectively. The model parameters were quantified, and the test data were fitted. According to the fitting results, the correlation between asphalt surface energy and fracture performance was discussed to verify the rationality of the model. The research results show that the theoretical model of asphalt fracture performance is reasonable and reliable, which can be modified by introducing plate width coefficient. For asphalt with central penetrating crack, the surface energy can qualitatively characterize the fracture performance, and the larger the surface energy is, the better the fracture performance is. For asphalt without macroscopic crack, the stiffness modulus and surface energy jointly determine its fracture performance.
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    Rapid Detection Method of Asphalt Creep Recovery Performance
    CAI Fengjie, FENG Zhengang, YAO Dongdong, CHEN Tingting, WEI Jincheng
    2023, 42(1): 54-59.  DOI: 10.3969/j.issn.1674-0696.2023.01.08
    Abstract ( )   PDF (858KB) ( )  
    The asphalt creep recovery performance rapid detection is a test method for asphalt quality control based on air loading and laser measurement technology, in which air (or nitrogen) jet is used to make asphalt material produce indentation, and laser is used to measure the resulting deformation and deformation recovery. The air pressure loading tests of base asphalt, SBS modified asphalt and rubber modified asphalt were carried out at different temperatures by the asphalt creep recovery performance rapid detection equipment. The repeatability of the asphalt creep recovery performance rapid detection method was evaluated, and the feasibility of the asphalt creep recovery performance rapid detection method was evaluated by establishing a correlation with the penetration test method. The research results show that with the increase of test temperature, the maximum creep deformation of asphalt increases, while the recovery rate of deformation decreases. The rapid detection method of asphalt creep recovery performance has good repeatability in the evaluation of base asphalt and modified asphalt performance. There is a good correlation between the evaluation index of asphalt creep recovery performance rapid detection and penetration. Therefore, the asphalt creep recovery performance rapid detection method can be used to replace the penetration method for the rapid evaluation of different types of asphalt creep recovery performance.
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    Homogeneity of Plant-Produced RAP Mixtures Based on DIP Technology
    TANG Wei, LI Ning, ZOU Xiaoyong, ZHAN He, YU Xin
    2023, 42(1): 60-65.  DOI: 10.3969/j.issn.1674-0696.2023.01.09
    Abstract ( )   PDF (2106KB) ( )  
    Due to the complex material composition and poor construction workability of plant-produced RAP mixtures, the problem of inhomogenous aggregate dispersion is easy to occur. Based on this, the rotating compaction test pieces of plant-produced hot recycled mixture with different RAP content and asphalt types were prepared. Firstly, the digital camera was used to obtain the image of the specimen section, and the aggregate and other structures were identified by image processing technology. Then, the largest inscribed square in the image was divided into 16 small squares with equal area. Based on the normal analysis of area ratio of aggregates to each unit grid, aggregate homogeneity index (H value) was proposed. The results show that the homogeneity index based on the square area division can effectively evaluate the dispersion homogeneity of the aggregate in the mixture. The homogeneity of the recycled mixture is lower than that of the new asphalt mixture. Under different RAP content, compared with ordinary new asphalt, the homogeneity of recycled mixture prepared with foamed new asphalt is 11% higher at least.
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    Void Detection and Determination Method of Concrete Pavement Based on Support Vector Machine
    LI Zhongyu, FENG Hanqing, CONG Lin, CHEN Yonghui
    2023, 42(1): 66-73.  DOI: 10.3969/j.issn.1674-0696.2023.01.10
    Abstract ( )   PDF (1153KB) ( )  
    According to the rules and characteristics of the test data of traffic speed deflectometer (TSD), a method based on support vector machine (SVM) model was proposed to detect the void at the bottom of cement pavement slab. The system composition and measuring principle of TSD was introduced. The contrast test of TSD and heavy weight deflectometer (HWD) was carried out. The applicability of the void determination method based on deflection ratio to the detection results of TSD was analyzed, and the classification recognition model of the void degree at the bottom of the pavement slab was established based on the SVM model. The results show that: the identification results of weak sections of the pavement by TSD and HWD show high consistency; the constructed SVM void degree classification model has good comprehensive performance, and both two and three classification have high prediction accuracy.
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    Stability Analysis for Anti-inclined Rock-Soil Composite Slope Subjected to Seismic Loads
    GUO Jianjun, WANG Junjie
    2023, 42(1): 74-82.  DOI: 10.3969/j.issn.1674-0696.2023.01.11
    Abstract ( )   PDF (1214KB) ( )  
    Based on the limit equilibrium theory, a physical mechanics model for secondary toppling of anti-inclined slopes with rock and soil composition subjected to seismic loads was established by the method of step-by-step analysis. The theoretical calculation method for the stability safety factor of the anti-inclined rock-soil composite slope under the slope top load and earthquake was deduced, and the corresponding calculation program was compiled by using MATLAB software. The influence law of the whole stability and failure mode of anti-inclined rock-soil composite slope subjected to seismic loads was analyzed. The research results show that when the seismic influence coefficient increases continuously, the slope safety coefficient decreases rapidly, the residual sliding force at the slope toe increases, the number of sliding and toppling rock strata in the slope increases, the number of stable rock strata decreases, and the slope rock strata are unstable and damaged. The smaller the values of rock stratum dip angle, slope surface dip angle and rock thickness are, the more lagged the influence of seismic action on slope stability is. Under the different rock strength parameters in rock strata cross-sections and slope top loads, the influence law of earthquake action on the overall stability of slope is basically the same, and when k=0.2~0.3, the slope safety coefficient appears inflection point.
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    Optimization of Joint Allocation of Shore Power and Berth Based on Environmental Benefit of Por
    MIN Dequan, ZHANG Zhiduo, ZHANG Weihang
    2023, 42(1): 83-90.  DOI: 10.3969/j.issn.1674-0696.2023.01.12
    Abstract ( )   PDF (632KB) ( )  
    It is an effective measure to reduce the emission of ship’s auxiliary engine to meet the demand of ship’s electricity by using shore power during berthing in port. In order to optimize the overall benefits of port supply chain, a synergistic optimization scheme of shore power distribution and berth allocation considering both the cost of shore power use and environmental benefits was proposed, so as to reduce the use cost of shore power system, reduce carbon emissions and improve environmental benefits. Based on continuous berth state analysis, when the port provided different power, the multi-objective genetic optimization algorithm was used to solve the model and determine the relatively optimal solution set that met the minimum cost of shore power utilization and the maximum environmental benefits of the port. Finally, the optimal scheme considering the emission cost under two carbon tax conditions was determined. The comparison between the optimized scheme and the basic scheme proves the validity of the proposed model, and confirms that the proposed model has good applicability under different preferences of berthing time and shore power use.
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    Ship Stowage in Container Terminal Considering Yard Crane Scheduling
    DING Yi, ZHANG Yang
    2023, 42(1): 91-98.  DOI: 10.3969/j.issn.1674-0696.2023.01.13
    Abstract ( )   PDF (685KB) ( )  
    In order to improve the efficiency of wharf stowage operation, the problem of ship stowage in yard crane scheduling of container terminals was studied. Considering the ship preconfigured general drawing, quay operation plan and yard storage, a mixed integer programming model was established with the objective of minimizing the number of containers overturned in the yard and the shortest moving time between the bridge boxes in the yard. CPLEX was used to solve the small-scale data model and verify the accuracy of the proposed model. A tabu search algorithm based on nested loop (NLTS) was designed to solve medium and large-scale problems and was compared with the tabu search algorithm. The research results show that the optimization effect and computation speed of NLTS algorithm are better than those of tabu search algorithm, and the optimized model can effectively reduce the moving time of yard crane and the amount of container turnover.
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    Equilibrium Model of the City Tourist Flow Transport Assignment Based on Variable Terminal Demand
    GAO Jianjie, WANG Yongli, SHAO Yiming
    2023, 42(1): 99-106.  DOI: 10.3969/j.issn.1674-0696.2023.01.14
    Abstract ( )   PDF (619KB) ( )  
    Taking the transportation optimization problem after tourists arriving at the destination city as the research object, in order to reduce the imbalance between the tourist volume of tourist attractions and the transportation volume of the urban passenger transport network, a transportation equilibrium allocation model based on the variable demand of the tourist destination was proposed. First of all, based on the analysis of the complete travel process of tourists, the traffic and transportation network of tourist flow within the destination city was constructed. Secondly, based on the travel characteristics of tourism passenger flow with fixed starting point demand and variable terminal demand in the city, the travel distribution function form of tourism passenger flow was given, and the transportation assignment model of tourist flow based on variable terminal demand was established. Through its first-order optimization conditions, it is proved that in the equilibrium state, the distribution of tourism passenger transport can meet the travel distribution function and travel occurrence constraints in the form of Logit, and the distribution of tourism passenger transport can meet the user equilibrium conditions. Finally, the solution algorithm of the proposed model was designed based on the idea of convex combination method, and the feasibility of the proposed model and algorithm was verified in a simplified example of Huangshan tourism passenger flow transportation network allocation. The research results show that the change of attractiveness of tourism terminal and the change of generalized cost impedance of transport routes can affect the distribution of tourism travel demand at the same time, and the increase of transport capacity can improve the distribution of tourist flow. Therefore, the decision-making departments can balance the tourism resources in the city by adjusting the attractiveness of the transport network nodes, and the transport enterprises can improve the service capacity of tourism passenger transport by adjusting the allocation of transport capacity.
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    City Multi-modal Tourism Route Selection Based on Two-Stage Model
    ZHAO Xing, SHEN Ke, YAN Yuwei
    2023, 42(1): 107-112.  DOI: 10.3969/j.issn.1674-0696.2023.01.15
    Abstract ( )   PDF (452KB) ( )  
    In order to adapt to the development of the tourism transportation industry and solve the problems faced by tourists when planning travel routes, a two-stage model was established to optimize the selection of urban multi-modal tourism routes. In the first stage of the model, the main factors influencing tourists’ choice of traffic mode in the tourism situation were studied, comprehensively considering 3 factors of “tourists’ social economy”, “travel characteristics” and “traffic mode characteristics”, as well as 9 factors including the walking distance ratio, capital consumption ratio and running time ratio of different traffic modes (bus, subway, taxi/online car) between the same origin-destination. A questionnaire survey was carried out in Nanjing city, and a Multinomial Logit (MNL) model was constructed to analyze tourists’ travel and traffic mode choice behavior. In the second stage, based on the optimal requirements, segmentation requirements, and time-limited requirements of tourism route selection, the urban multi-modal tourism route planning model based on DC-TSP was constructed, and the LKH solver was used to solve the model. The results show that the constructed model fully considers the characteristics of the urban multi-modal transportation network and satisfies the needs of urban tourism route planning.
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    Application Condition and Benefit Evaluation of Signal Control Mode for Superposition Release
    HE Lieyun, ZHOU Yan, HUANG Shaoze, LIU Qiang
    2023, 42(1): 113-119.  DOI: 10.3969/j.issn.1674-0696.2023.01.16
    Abstract ( )   PDF (491KB) ( )  
    Without considering the traffic phase of right-turning motor vehicles, according to the principle non-conflict of traffic flow in different directions within the same phase, 4 kinds of basic phases and phase sequence schemes of superposition release were obtained. Meanwhile, the applicable conditions of flow ratio of different phases and phase sequence schemes and other relevant influencing factors were analyzed. According to the characteristics of traffic flow in adjacent phases of superposition release, the methods for determining the flow ratio of the key lane groups of each phase, the loss time of the cycle phase and the signal period were given. On this basis, the phase effective green time algorithm model was established. The benefits of three kinds of signal control modes, namely single pass, symmetrical pass and superimposed pass, were evaluated by using the minimum signal period, the total flow ratio of key lane groups and other parameter indicators. Finally, combining with an example, the theoretical calculation and VISSIM software traffic simulation were used to furtherly verify the role of superimposed release signal control mode in shortening signal cycle and reducing traffic delay at intersections. The research results show that when the traffic flow ratio of the inlet lane of the intersection satisfies certain conditions, the superposition release signal control mode is adopted, the number of cycle phases increases but the cycle loss time remains unchanged. Moreover, by flexibly selecting the combination forms of the phases and phase sequence schemes, the road space-time resources can be fully utilized to effectively improve the traffic capacity of the intersection.
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    Evaluation of Lane Change Trajectory Based on Group Decision and Entropy Weight Method
    LI Zhenlong, DONG Aihua, YANG Lei
    2023, 42(1): 120-127.  DOI: 10.3969/j.issn.1674-0696.2023.01.17
    Abstract ( )   PDF (690KB) ( )  
    Aiming at the information overlap between indicators in the lane change trajectory evaluation and the subjective problem in the setting of indicator weights, a method for selecting evaluation indicators based on correlation analysis and factor analysis was proposed. Firstly, 11 evaluation indicators that characterized comfort, efficiency, smoothness, ecology and safety were selected from 16 parameters. Then, analytic hierarchy process was used to calculate subjective weights of indicators, group decision theory was used to calculate expert weights, and entropy weight method was used to calculate objective weights of indicators. Therefore, an index weight setting method combining analytic hierarchy process, group decision theory and entropy weight method was proposed. The weights of safety, efficiency, comfort, ecology and smoothness were calculated to be 0.73, 0.15, 0.06, 0.04 and 0.02 respectively. Moreover, the lane change trajectory evaluation system was established and used to evaluate the lane change trajectory obtained by driving simulation. The results show that the proposed lane change trajectory evaluation system is relatively comprehensive and reduces the overlap of information between indicators, which combines subjective expert experience and objective data information to make the evaluation results more reasonable. Sorting the importance of trajectory performance can provide a reference for the tendency to focus when setting constraints in trajectory planning; the constructed lane change trajectory evaluation system and the proposed evaluation method provide a reference for lane change trajectory evaluation.
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    Influencing Factors of High-Speed Train Occupancy Rate Based on Stepwise Logistics Regression Model
    XU Chang'an, YU Juan
    2023, 42(1): 128-136.  DOI: 10.3969/j.issn.1674-0696.2023.01.18
    Abstract ( )   PDF (1050KB) ( )  
    It is of great significance to analyze the influencing factors of the occupancy rate of high-speed trains for optimizing the train operation plan and improving the economic benefits of railway companies. Taking the data of occupancy rate of Beijing-Shanghai high-speed railway in 2015 as an example, a framework to analyze the factors affecting occupancy rate of high-speed trains based on the stepwise Logistics regression was constructed. And the stepwise regression strategy was used to screen out the factors that had a significant impact on the train occupancy rate. Then, Logistics regression model was applied to analyze the quantitative relationship between train occupancy rate and its influencing factors. Finally, Wald statistics and HL indicators were respectively used to test the significance of the regression coefficients and the goodness of fit of the proposed model. The research results show that whether the train crosses the line or not, the train type, the train departure time, the train arrival time, and the fare are the main factors that affect the train occupancy rate of Beijing-Shanghai high-speed railway.
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    Transportation Equipment
    Design and Performance Analysis of Liquid-Cooled Composite Cooling Structure of Lithium Battery Module
    LIU Feifei1, GAN Shulong1, HAO Sanqiang2, QIN Wu1,2, LI Jun1
    2023, 42(1): 137-144.  DOI: 10.3969/j.issn.1674-0696.2023.01.19
    Abstract ( )   PDF (1882KB) ( )  
    Aiming at the problems of battery life reduction and thermal safety caused by the high temperature of power battery, a square lithium-ion battery was taken as the research object. Based on the model verification of battery cell, two liquid-cooling structures of battery module, i.e. S-type and loop-type were designed. And the thermal pads were sandwiched between cells in the battery module to form liquid cooling-thermal pad combined cooling. The temperature rise characteristics of the battery module based on the combined cooling were simulated. And the effects of liquid temperature, velocity and pressure on the heat dissipation performance of the battery module at 2C rate discharge were analyzed. The results show that, at the same discharge rate, the liquid temperature difference between the inlet and the outlet with the loop-type can be increased by 23.5% compared with the S-type, and the change of the flow rate in the channel does not exceed 0.1m/s. Due to the less turning and minor pressure loss along the way in the loop-type channel, the maximum liquid pressure difference between the inlet and the outlet can be reduced by 3468Pa. Under the influence of the above three factors, the maximum temperature difference of the battery module with the loop-type can be reduced by 13.2% compared with the S-type liquid cooling.
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    Optimal Design of Liquid Cooling Plate for Lithium-ion Battery Based on NSGA-Ⅱ
    ZHANG Furen, XIAO Kang, LU Fu, ZHU Yilin, GOU Huan
    2023, 42(1): 145-150.  DOI: 10.3969/j.issn.1674-0696.2023.01.20
    Abstract ( )   PDF (1441KB) ( )  
    In order to study a liquid cooling method for lithium-ion batteries in pure electric vehicles, a bionic leaf-shaped channel thermal management system (BTMS) was proposed to study the cooling performance of lithium-ion batteries. Taking the channel angle, channel width, and mass flow as design variables, the proportion among the objective functions of liquid cooling plate (average temperature, temperature standard deviation, pressure loss) was comprehensively considered, and the structural parameters of the liquid cooling plate and the optimal parameters of the mass flow were obtained. Firstly, by setting up a single battery experimental platform, the heat production per unit volume of the single battery under different discharge rates was obtained. Then Latin hypercube sampling (LHS) was used to select 40 sample points in the design space. The relationship between design variables and objective functions was established by replacing the model with Kriging. Finally, the NSGA-Ⅱ algorithm was used to optimize the Kriging model, and CFD was used to verify the accuracy of optimization results. The research results show that the optimized design results can reduce the average temperature of the liquid cooling plate by 1.42 K (3.88%), the temperature standard deviation by 0.35 K (15.29%), and the pressure loss by 7.49 Pa (8.78%).
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