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    25 December 2016, Volume 44 Issue 12
    Mechanical Engineering
    XIA Qin-xiang XIONG Sheng-yong KUANG Nai-qiang LIANG Shu-quan
    2016, 44(12):  1-6.  doi:10.3969/j.issn.1000-565X.2016.12.001
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    The influences of the metal component and its thickness ratio on the mechanical and deep drawing pro- perties of the stainless steel/aluminum/stainless steel-laminated sheet were investigated based on the uniaxial ten- sile and swift cup tests.The results show that (1) the mechanical and deep drawing properties of the laminated sheet come from an interplay of three kinds of metal components rather than a simple superposition of the perform- ance of each component; (2) the mechanical and deep drawing properties of the laminated sheet are much closer to those of the components of the best properties; (3) the mechanical and deep drawing properties of the laminated sheet increase with the thickness ratio of the component of higher tensile stress; (4) as the strain-hardening index and the tensile strength of the component increase,the mechanical and deep drawing properties of the laminated sheet both tend to become better; and (5) the laminated sheet possesses a better deep drawing property when the component of higher tensile strength contacts with the die during deep drawing.

    KONG Jin-xing DENG Fei XIA Zhi-hui LI Liang
    2016, 44(12):  7-13.  doi:10.3969/j.issn.1000-565X.2016.12.002
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    Based on the orthogonal cutting experiments,the formation characteristics and deformation mechanism of the pure iron chip at different cutting speeds were investigated,and the effects of such cutting process parameters as the rake angle,the cutting parameters and the cooling/lubrication conditions on the deformation rules of the pure iron chip were revealed by experiments.The results show that (1) the pure iron chip has a significant shear slip deformation characteristic,and the cutting process parameters only affect the deformation of the grains in the pure i- ron chip; (2) at lower cutting speeds,an obvious“sliding-stop-sliding”phenomenon occurs as the chip flows on the rake face,and the grains are seriously broken; (3) however,at higher cutting speeds,the stop phenomenon is reduced and even disappears,and the grains in the pure iron chip show a tensile deformation; (4) as the cutting speed and the rake angle increase,the cutting force and the chip deformation coefficient significantly decrease; (5) with the increase of the feed rate,the cutting force increases while the chip deformation coefficient decreases; and (6) at the same cutting parameters,the cutting force and the chip deformation coefficient are at the minimum under the cutting fluid condition,but they are at the maximum under a dry cutting,The above-mentioned results are useful in selecting suitable cutting process parameters to improve the machinability of pure iron materials.

    WANG Wen-xi LI Jian-yong FAN Wen-gang LIU Yue-ming
    2016, 44(12):  14-22.  doi:10.3969/j.issn.1000-565X.2016.12.003
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    In order to quantitatively characterize the three-dimensional surface topography of abrasive belts,a quan- titative evaluation method containing the power spectrum density analysis,the autocorrelation function analysis and the characteristic statistics analysis of abrasive grains is proposed,which considers the irregularity and randomness of the shape,size and distribution of the grains.Then,a set of parameters,namely,the cutoff frequency,the auto- correlation length and the vertical ratio of texture as well as the density,protrusion height,inter-spacing,tip radius and cone angle of the grains,are obtained to qualitatively and quantitatively characterize the abrasive belt surface from the whole to the local.Finally,the P60,P80,P100 and P120 zirconia alumina abrasive belts are adopted to perform the experiments.The results show that (1) the abrasive belt surface is isotropic,and its auto-correlation degree descends with the increase of the grain size; (2) as the grain density increases,the height and distribution of the grains respectively tend to become more accordant and more uniform; (3) when the tip radius decreases,the cone angle ranges from 70° to 85°; and (4) the inter-grain spacing and the protrusion height of the grains follow an approximately normal distribution.

    WU Shang-sheng LIN Wang-yang DAI Shui-wen
    2016, 44(12):  23-29.  doi:10.3969/j.issn.1000-565X.2016.12.004
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    Proposed in this paper is an automatic-centering rotary platform for a kind of planar movable stereo car garage,and its automatic centering principle and hydraulic system circuit are analyzed.Then,a power mechanism model of the asymmetric hydraulic cylinder controlled by the symmetric valve is constructed,and a transfer function between the piston rod displacement of the hydraulic cylinder and the spool displacement of the servo-valve is de- rived.Moreover,a model of the hydraulic system and a model of the input signal are constructed respectively by u- sing AMESim and Simulink,and an open-loop transfer function between the input signal and the piston rod dis- placement is deduced to verify the stability of the closed-loop system.Finally,the dynamic characteristics of the hydraulic system circuit is collaboratively simulated by using AMESim/Simulink,thus achieving the displacement curves and displacement error curves of two piston rods under different input conditions.Simulation results demon- strate that,for the displacement of the two piston rods,there exists a certain distortion,but it is a normal phenome- non,which means that the proposed platform is both feasible and effective.

    WANG Shi-yong WAN Jia-fu ZHANG Chun-hua ZHANG Wu-jie
    2016, 44(12):  30-35.  doi:10.3969/j.issn.1000-565X.2016.12.005
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    Smart production lines require novel conveyor belts.In order to meet this requirement,a modular con- veyor belt is designed and implemented,and a negotiation-based intelligent control method is proposed.With the help of the designed modular conveyor belt,multiple types of conveying paths can be constructed,and processing devices,the conveyors and the smart work pieces can self-organize based on the negotiation to implement a flexibly and efficiently dynamic reconfiguration.Experimental results indicate that,the designed conveyor belt and the pro- posed intelligent control method can select processing devices and the paths according to the types work pieces.In addition,based on the above-mentioned technologies,smart production lines can simultaneously process multiple types of work pieces.

    XIAO Hong-jun LIU Yi-qi HUANG Dao-ping
    2016, 44(12):  36-43,52.  doi:10.3969/j.issn.1000-565X.2016.12.006
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    As industrial processes have become more and more complex,the traditional sensors are unavailable,and it is difficult to properly model the critical variables and efficiently optimize or diagnose the important parts of a process.The Gaussian process model provides an alternative to the modeling,optimization and control of industrial processes under the constraints of uncertainties.In this paper,aiming at the complexity of industrial processes,the pros and cons of the Gaussian process model are investigated,and its application to the modeling,optimization,control and fault diagnosis of industrial processes as well as the corresponding research results is generalized.Final- ly,the application prospects and development orientations of the Gaussian process model in industrial processes are summarized and forecasted by combining the international research results with the authors' practical experience.

    XU Lun-hui WANG Xiang-xue
    2016, 44(12):  44-52.  doi:10.3969/j.issn.1000-565X.2016.12.007
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    In order to realize the real-time traffic flow state estimation of the regional freeway network in cities,a macroscopic traffic flow state space model is constructed.This model helps to estimate the traffic flow states and up- date the model parameters,and it can improve the adaptability and accuracy of the traffic flow model.Then,the SVD (Singular Value Decomposition)-based optimized robust UKF (Unscented Kalman Filter) algorithm is pro- posed.In the algorithm,the singular value decomposition is adopted to replace the Cholesky decomposition,thus solving the problem that the filtering can't continue when the covariance matrix is non-positive.Meanwhile,differ- ent strategies are chosen according to whether the observation covariance matrix is pathological,and both the gain matrix and the observation covariance matrix are adaptively calculated.Furthermore,the error caused by the high nonlinearity of the constructed model is inhibited.Experimental results show that the proposed algorithm can avoid the filtering divergence of the EKF (Extended Kalman Filter) algorithm and can accurately track the trend of the traffic flow,thus improving the stability and precision of the traffic flow state estimation.

    Traffic & Transportation Engineering
    YU De-xin TIAN Xiu-juan YANG Zhao-sheng
    2016, 44(12):  53-60.  doi:10.3969/j.issn.1000-565X.2016.12.008
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    In this paper,the traditional fuzzy c-means clustering (FCM) algorithm is improved,and a method to divide the traffic signal control periods is proposed based on the improved FCM algorithm.In the method,first,a cardinal number of fuzzy clustering membership degree is introduced to automatically select the cluster number.Then,the hybrid simulated annealing genetic algorithm is employed to optimize the initial clustering center.Final- ly,the traffic control periods are divided according to the actual traffic flow data,and the performance of the schemes is evaluated by using the simulation software.The results show that,as compared with the traditional FCM algorithm,the proposed method can divide the traffic control periods more effectively and reflect the actual traffic characteristics more accurately,and it achieves a global optimal solution.In addition,in comparison with the origi- nal signal control scheme,although both the scheme based on the FCM algorithm and the proposed scheme can re- duce the average vehicle delay,the proposed scheme has a more obvious effect.

    WANG Lin-hong
    2016, 44(12):  61-66,73.  doi:10.3969/j.issn.1000-565X.2016.12.009
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    In order to quantify the relationship between the roadside landscape color of freeways and the α/β value of the driver's EEG signal,real vehicle experiments were conducted in Jilin-Hunchun freeway to collect the data.Based on the double exponential function,a relationship model between the landscape color and the α/β value of the driver's EEG signal was constructed.Then,by considering the cumulative impact of the driving time on the α/ β value,their relationship model is constructed based on the cubic Gaussian function.Finally,a model describing the relationships of the driving time and the landscape color to the α/β value was constructed by means of the joint modeling method.Model analysis results show that the landscape color is negatively correlated with the α/β value,i. e.with the increase in the brightness of the landscape color,the α/β value approaches to 1,which indicates a balance between the relaxed state and the alert state,and that there is a fluctuating relationship between the driving time and the α/β value,specifically,when a driver forces himself into an alert state,there is a game between fall- ing into fatigue and resisting fatigue.The findings can provide a theoretical basis for the landscape color design con- sidering the driving fatigue.

    WEN Hui-ying LIU Min WANG Hai-wei
    2016, 44(12):  67-73.  doi:10.3969/j.issn.1000-565X.2016.12.010
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    Rainfall has a greater negative impact on the traffic safety and efficiency in the mountain breeze transit road of mountain highways.In order to ensure the traffic safety on the mountain breeze transit road in rainy days,improve the traffic efficiency,and reduce the adverse effects of the wind-rain coupling,an overall scheme of the variable speed limit system in rainy days is designed for the mountain breeze transit road,and a calculation model of the safe speed under the coupling effects of wind-rain is constructed based on the anti-sideslip and the safe stop- ping sight distance.Then,an evaluation model of the variable speed limit system,which aims to minimize the ave- rage travel time of the vehicle in the monitoring period,is also constructed.Finally,the simulation experiments based on the actual road and meteorological data are carried out by using the Matlab software.The results show that,as compared with the fixed speed limit,the variable speed limit has a better performance in guaranteeing the traffic safety on the mountain breeze transit road of mountain highways in rainy days,and it improves the operating efficiency of vehicles accordingly.

    ZHANG Wen-ming HAN Hong-bing YANG Jue YI Xiao
    2016, 44(12):  74-80.  doi:10.3969/j.issn.1000-565X.2016.12.011
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    In view of the steering characteristics of articulated dump trucks,an autonomous articulated vehicle sys- tem is proposed based on neural networks and by considering driver behaviors.First,a sensor collecting system based on the laser radar and the angular transducer is established,and an articulated vehicle kinematics model and a dynamics model of articulated dump trucks are constructed by analyzing the steering characteristics of articulated dump trucks.Then,by using the ADAMS software,a dynamic model of the trucks is constructed to perform a steady state test.Moreover,a driver model of the artificial neural network control algorithm is constructed based on the optimal preview control,and it is verified by an Adams-Matlab/Simulink co-simulation.Finally,this control model is also verified by establishing a simulation ground tunnel to perform the straight-road-return and curve-road- following tests.The results show that,when the constructed control model is applied to the variable curvature road,the lateral position error is less than 10% of the passable distance,and 90% of the course angle deviation is opti- mized,which indicates that the constructed control model has a high convergence speed,a good steady state and an excellent unmanned driving performance,

    MIAO Qiang KONG Fan-min SUN Qiang BAI Shu-zhan LI Guo-xiang
    2016, 44(12):  81-88.  doi:10.3969/j.issn.1000-565X.2016.12.012
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    Aiming at the problem that the optimum equivalent factor relies heavily on the driving cycle in the equiva- lent consumption minimization strategy (ECMS),by taking a single-axis parallel hybrid electric vehicle as the re- search object and based on the optimal control results obtained through the dynamic programming (DP) in a special driving cycle,an instantaneous optimal equivalent factor in the framework of the ECMS is obtained in a reverse way.Then,the change rules of the average optimal equivalent factor with the charge-sustaining level are fitted.On this basis,an adaptive equivalent consumption minimization strategy is designed.The simulation results of a typical urban driving cycle in China show that,for an arbitrary initial SOC,the designed strategy can stabilize the battery capacity in a fixed value,and that the fuel consumption is 828g after stabilizing the SOC,which indicates an error of only 0. 8% in comparison with that obtained through the DP.The simulation results of other kinds of driving cy- cles show that the change rules of the SOC in the other cycles accord well with those in the typical urban driving cy- cle,and after stabilizing the SOC,the fuel consumption increases only by 0. 1% ~0. 2% in comparison with that obtained through the DP in a single cycle.
    YAN Ying YE Fei WANG Xiao-Fei SHEN Xiao-yan HU Hui
    2016, 44(12):  89-96.  doi:10.3969/j.issn.1000-565X.2016.12.013
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    In order to improve the driver's safety in expressway tunnel groups,the eye-movement equipment is a- dopted to conduct a pupil variation experiment,and the relationship between the driver's pupil area and the ambient illumination as well as the longitudinal depth of the tunnel is analyzed.Then,a“six small”division method of tun- nel groups is proposed,and a curve model describing the relationship between the maximum difference of the driver's pupil areas and the connection length of the tunnel is constructed.The results indicate that there exists an exponential relationship between the driver's pupil area and the ambient illumination,and the visual light adaptation level and connection length of the upstream tunnel exit are the main factors influencing the visual adaptation of both the downstream tunnel and the whole tunnel group sections.Finally,the recommended values to improve the am- bient illumination of the tunnel group are put forward.It is suggested that,when the tunnel spacing is less than 50 m,the shading shed in the tunnel connection section or the illumination gradient exit of the upstream tunnel should be set,while within the range of 50 ~100m,the illumination gradient exit of the downstream tunnel should be set.

    LI Pei-long DING Zhan CHEN Chong
    2016, 44(12):  97-103.  doi:10.3969/j.issn.1000-565X.2016.12.014
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    To prepare the crumb rubber-modified asphalt (CRMA) is an effective way to recycle waste rubber and reduce environmental pollution.In order to investigate the physical and chemical behaviors of the crumb rubber in asphalt and its modification on asphalt,CRMAs were prepared respectively under the conditions of different powder dosages,temperatures and treatment time.Then,the particle size of the crumb rubber,which had been separated from asphalt by means of the elution method,was measured by using an optical microscope,and the volume expan- sion rate was proposed to characterize the volume change of the crumb rubber in asphalt.Besides,the IR and DSC tests were conducted on the asphalt samples in which the crumb rubber had been removed by means of the sieve method.The results indicate that (1) swelling and degradation are the two important factors influencing the volume of the crumb rubber in the process of preparing CRMAs,and the volume expansion rate first increases and then de- creases with the increases of the crumb rubber dosage and the preparation temperature as well as the extension of the treatment time; (2) after the swelling,the molecular chains of the rubber rupture and release small molecule materials,and the materials dissolve into asphalt and play a role of asphalt modification,which causes the absorp- tion peaks of typical functional groups to significantly increase; and (3) strong endothermic peaks appear in the DSC curves of the asphalt samples prepared under the conditions of 195℃,1. 5h and 175℃,3. 0h,which means that such processing conditions as too high temperature and too long time may lead to the excessive degradation or aggregation of the crumb rubber as well as the asphalt aging,thus changing the physical and chemical states of the CRMAs and degrading their performances.From the perspective of the swelling and degradation of the crumb ru- bber,it is suggested that the crumb rubber dosage and the processing time should respectively be 20% approxi- mately and less than 1. 5h,and that the preparation temperature should not be higher than 195℃.

    CHEN Yi-qian MA Ru-jin CHEN Ai-rong PENG Wei
    2016, 44(12):  104-111,119.  doi:10.3969/j.issn.1000-565X.2016.12.015
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    In this paper,the reliable performance and design expression of a cross-sea multi-span continuous rigid frame bridge are investigated under the combined effect of the wind-wave and the adverse effect of the vehicle.Then,based on the stochastic theory,the vehicle,wind and wave actions on the cross-sea continuous rigid frame bridge are simplified as a Poisson process,and are further assumed as a FBC process when the Ferry Borges-Cas- tanheta (FBC) method is adopted.All the wind,wave and vehicle actions are considered to be in extreme cases,and when the wind and wave actions are combined,their correlation is also taken into account.Moreover,the ex- treme nature of the vehicle is reflected in the load layout rather than in the load value.In order to determine the de- sign expression of the cross-sea continuous rigid frame bridge under the extreme wind-wave effect,the Monte-Carlo method,which is simple and mainly dependent on the computer data processing,is adopted to perform a simula- tion.Finally,according to the principle of keeping the sum of the squares of the differences between the structural reliability indexes and the target reliability indexes to a minimum,the optimal design partial safety factor is obtained.

    Architecture & Civil Engineering
    JIANG Zheng-rong SHI Kai-rong LIU Hong-liang CAI Jian LUO Bin
    2016, 44(12):  112-119.  doi:10.3969/j.issn.1000-565X.2016.12.016
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    A long-span elliptic paraboloid suspended dome structure,in which the clear span between supports is 110m ×80m and the rise of the upper single-layer reticulated shell is 9. 4m,is employed in the steel roof of Houjie Gymnasium.The imperfection sensitive regions of the structure and the corresponding single-layer reticulated shell are comparatively investigated by means of the advanced random imperfection mode method.On this basis,the in- fluences of the local topological form change and the half-span distribution of the live loads on the imperfection sen- sitive region of the suspended dome are further discussed.The results show that (1) the imperfection sensitive re- gion of the suspended dome is located in the upper single-layer reticulated shell; (2) the imperfection sensitive re- gion of the suspended dome is significantly different from that of the corresponding single-layer reticulated shell,and owing to the introduction of the lower cable-strut system,the imperfection sensitivity of the upper single-layer reticulated shell is remarkably improved; (3) by changing the local topological form,the imperfection sensitivity of the structure can be effectively reduced; and (4) the half-span distribution of the live loads has little influence on the imperfection sensitive region of the suspended dome with a traditional topological form,but has a significant in- fluence on the central region of the upper single-layer reticulated shell of this kind of suspended dome.

    MA Hong-wei LIN Lang LIU He-xing
    2016, 44(12):  120-127.  doi:10.3969/j.issn.1000-565X.2016.12.017
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    In order to popularize the structure form consisting of the compostite beam and the compound spiral hoop-reinforced concrete (CSHRC) column,a beam-through-type connection of the castellated composite beam- CSHRC column is proposed.In the core zone of the connection,the U-shaped stirrups cross the beam web,while the short steel plate hoops of column are set at the beam top and the bottom flanges position.Through the low-cycle reversed loading experiments of two 1/2-scaled castellated composite beam-CSHRC column connection specimens and a simulating core zone specimen,it is found that the local buckling failure of the steel beam occurs near the column face for the specimen with an expansion ratio of 1. 2 while near the column face and the web opening for the specimen with an expansion ratio of 1. 3.Moreover,a formula of the shear capacity of the connection core zone is put forward,and the calculating values based on the formula accord well with the experimental ones.The two 1/2- scaled connection subassemblies both have an ideal spindle shaped load-drift hysteresis curve,and their ductility factors and equivalent viscous damping coefficients are respectively 4. 55,4. 30 and 0. 46,0. 38,which means that the proposed connection has a good anti-seismic behavior.

    LONG Yao ZHANG Jia-sheng CHEN Jun-hua
    2016, 44(12):  128-134.  doi:10.3969/j.issn.1000-565X.2016.12.018
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    The direct shear tests of the interfaces between the concrete and the cohesive soil as well as the sandy soil were conducted by using a large direct shear apparatus,and the stress,strain and failure strength of the inter- faces were investigated under different normal stresses.The results show that the cohesive soil and concrete inter- face has a strain-softening characteristic during the shear,and the residual stress tends to be a constant,and that the sandy soil and concrete interface has a strain-hardening characteristic during the shear,and the residual stress slowly increases.In order to investigate the shear characteristics of the soil and structure interface,by introducing the damage mechanics theory,a constitutive model of shear damage,which considers the strain-hardening and sof- tening characteristics,is constructed,and a method of determining the model parameters is proposed.The con- structed damage model can reflect the strain-softening and hardening characteristics of the soil and structure inter- face with less model parameters,and it is both convenient and practical.

    SONG Zhi-chen ZHAO Lian-heng LI Liang XIE Rong-fu TANG Gao-peng
    2016, 44(12):  135-143,150.  doi:10.3969/j.issn.1000-565X.2016.12.019
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    Based on the upper bound limit analysis method and by considering the seismic load effect,the stability of two sets of jointed consequent rock slope is analyzed.Then,by integrating a strength reduction technique,a cal- culation formula of the safety factor of two sets of jointed consequent rock slope is put forward,and the objective function of the safety factor Fs is optimized by means of the nonlinear sequential quadratic programming method.Fi- nally,under different seismic loads,the slope safety factor obtained through the upper bound limit analysis method is compared with the results obtained through the discrete element method.It is found that the two kinds of results are close to each other,with a relative error of less than 4%,and the corresponding sliding surfaces are also simi- lar,which demonstrates the rationality and reliability of the proposed method.Parametric analysis shows that the slope height,the internal friction angle of the joints,the joint angle combination and the seismic loading all have significant effects on the slope safety factor and the potential critical slip surface.

    WU Bo ZHANG Shuo LIU Fen-tao
    2016, 44(12):  144-150.  doi:10.3969/j.issn.1000-565X.2016.12.020
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    The mechanical behaviors of aramid and carbon fiber-reinforced polymer (AFRP and CFRP) sheets as well as a corresponding epoxy adhesive after 60,80,100,120 and 140 freeze-thaw cycles,were experimentally in- vestigated,and the freeze-thaw resistance of the AFRP sheet was compared with that of the CFRP sheet.Experi- mental results show that (1) in comparison with the CFRP sheet,the AFRP sheet after the freeze-thaw cycling has a greater change of tensile properties,and shows a worse freeze-thaw resistance; (2) after 140 freeze-thaw cycles,the tensile strength and elastic modulus of the AFRP sheet decrease respectively by 8. 2% and 14.0%,in com- parison with those of the control sheet exposed to ambient conditions; (3) however,the elastic modulus of the CFRP sheet after 140 freeze-thaw cycles is close to that of the control one,and the tensile strength of the CFRP sheet experiences a loss of 6.1% after 60 freeze-thaw cycles and then keeps almost constant or slightly increases; (4) the rupture elongations of the AFRP and CFRP sheets after freeze-thaw cycling are close to or slightly higher than those of the control ones,but the variaiton range of the elongation of the AFRP sheet is wider than that of the CFRP sheet; and (5) there is no decrease in the tensile lap-shear strength of the epoxy adhesive after 140 freeze- thaw cycles.
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