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基于Hertz接触理论的法向接触刚度计算方法 被引量:13
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作者 关庆华 赵鑫 +1 位作者 温泽峰 金学松 《西南交通大学学报》 EI CSCD 北大核心 2021年第4期883-888,共6页
轮轨之间的弹性接触变形是车辆-轨道耦合动力学中计算轮轨力的核心,以基于Hertz接触理论的非线性接触刚度来描述轮轨之间的压缩量与轮轨法向力之间的关系.目前的轮轨Hertz接触刚度计算公式为经验公式,来源于20世纪70年代英国铁路技术研... 轮轨之间的弹性接触变形是车辆-轨道耦合动力学中计算轮轨力的核心,以基于Hertz接触理论的非线性接触刚度来描述轮轨之间的压缩量与轮轨法向力之间的关系.目前的轮轨Hertz接触刚度计算公式为经验公式,来源于20世纪70年代英国铁路技术研究所的研究工作,分锥形踏面和磨耗型踏面两种类型,局限于特定的轮径范围和钢轨廓形.基于三维弹性体Hertz接触理论,推导了满足Hertz接触条件的弹性体法向接触刚度通用计算公式,并结合轮轨几何外形特点,给出了轮轨接触斑大小及接触刚度参数的直接确定方法和数表,并以LM车轮踏面和CN60钢轨踏面匹配为例,对比分析了典型工况下计算结果与经验公式的差异.分析结果表明:基于本文计算公式制定的Hertz弹性接触数表弥补了现有数表中缺乏接触刚度的不足,可直接用于弹性体接触计算;对于轮轨接触,与本文公式计算结果相比,以往经验公式中磨耗型踏面的接触常数计算结果仅在车轮名义中心圆弧与轨顶中心圆弧接触时的误差较小,约为0.40%~0.44%;其他接触位置时,经验公式计算结果与本文公式计算结果相差较大,误差范围可达−25.97%~131.42%. 展开更多
关键词 HERTZ接触 接触刚度 接触椭圆 接触数表 轮轨力
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Discrete element method for adhesion properties evaluation of deep-sea sediment from macro and micro perspectives 被引量:1
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作者 LI Jia-ping RAO Qiu-hua +1 位作者 HUANG Tian-bao MA Wen-bo 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第5期1701-1716,共16页
The adhesion between the mining machine and the deep-sea sediments will significantly affect the driving performance of the mining machine in the deep-sea environment.When the mining machine and the deep-sea sediment ... The adhesion between the mining machine and the deep-sea sediments will significantly affect the driving performance of the mining machine in the deep-sea environment.When the mining machine and the deep-sea sediment interaction simulation was carried out,the accuracy of the particle interaction parameters will directly affect the simulation results.This study proposed a method to systematically calibrate the interaction parameters between deep-sea sediment and grouser through the combination of experiment and simulation.The uniaxial compression test and macro adhesion test and corresponding discrete element numerical simulation were carried out,modifying the contact parameters until the simulation results are close to the experimental results.Then the micro-parameters of the JKR adhesion contact model were back calibrated with the test results,and the contact parameters between soil particle-soil particle and soil particle-metal are calibrated.Besides,the adhesion test shows that the adhesion forces were ranked in the order of 5052<STi80<TA2<TC4 under the same surface roughness,which indicates the aluminum alloy 5052 has the best anti-adhesion performance.The relationship between surface adhesion force and microscopic contact parameters was studied by discrete element numerical simulation,and the result shows that the coefficient of static friction and the coefficient of rolling friction has little effect on adhesion force.While it is mainly affected by the coefficient of restitution and surface energy,the surface adhesion force tends to decrease with the increase of the coefficient of restitution and increase with the growth of surface energy.The obtained parameters of soil particle to soil particle and soil particle to metal affecting the adhesion can contribute to the design optimization for the grouser of mining machines to decrease surface adhesion and enhance its movability and mining efficiency. 展开更多
关键词 discrete element modelling deep-sea sediment JKR adhesion contact model contact parameters surface adhesion force
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Heat Transfer in a Liquid-Solid Circulating Fluidized Bed Reactor with Low Surface Tension Media 被引量:2
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作者 H.R.Jin H.Lim +2 位作者 D.H.Lim Y.Kang Ki-Won Jun 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2013年第8期844-849,共6页
Heat transfer characteristics between the immersed heater and the bed content were studied in the riser of a liquid-solid circulating fluidized bed, whose diameter and height were 0.102 m (ID) and 2.5 m, respectively.... Heat transfer characteristics between the immersed heater and the bed content were studied in the riser of a liquid-solid circulating fluidized bed, whose diameter and height were 0.102 m (ID) and 2.5 m, respectively. Effects of liquid velocity, particle size, surface tension of liquid phase and solid circulation rate on the overall heat transfer coefficient were examined. The heat transfer coefficient increased with increasing particle size or solid circulation rate due to the higher potential of particles to contact with the heater surface and promote turbulence near the heater surface. The value of heat transfer coefficient increased gradually with increase in the surface tension of liquid phase, due to the slight increase of solid holdup. The heat transfer coefficient increased with the liquid velocity even in the higher range, due to the solid circulation prevented the decrease in solid holdup, in contrast to that in the conventional liquid-solid fluidized beds. The values of heat transfer coefficient were well correlated in terms of dimensionless groups as well as operating variables. 展开更多
关键词 heat transfer coefficient liquid-solid circulating fluidized bed liquid surface tension solid circulation rate particle size
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Discovery and implications of catenary-bead subaqueous dunes 被引量:5
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作者 ZHENG Shu Wei CHENG He Qin +3 位作者 WU Shuai Hu LIU Gao Wei LU XueJun XU WenXiao 《Science China Earth Sciences》 SCIE EI CAS CSCD 2016年第3期495-502,共8页
Measurements of topography at the segment of bifurcation between the South Channel and North Channel in the Yangtze Estuary were conducted, and a new type of subaqueous dune was discovered. This structure, newly defin... Measurements of topography at the segment of bifurcation between the South Channel and North Channel in the Yangtze Estuary were conducted, and a new type of subaqueous dune was discovered. This structure, newly defined as a catenary-bead dune, consists of a catenary dune and its associated elliptical pit bedform. Based on this finding, the nomenclature of "morphology of dune associated with accompanying bedform" is first proposed. The measured data indicate a mean height and wavelength of 1.29 m and 31.89 m, respectively; wavelength/height ratio(L/H) of 14 to 56; and elliptical pits of mean and maximum depth 0.98 m and 1.98 m, respectively. Flow information was obtained using an Acoustic Doppler Current Profile(ADCP), and the bed material components were gathered with a bottom sampler. The results show mean flood and ebb velocities of 0.27 and 0.78 m s?1, respectively, with shorter duration of flood tide than ebb tide. The silt, very fine sand, and fine sand fractions were within the ranges 21.6–23.4%, 28.2–32.2%, and 39.7–41.6%, respectively, revealing complex bed material composition. Water depth at the study site varies from 13 to 17 m. This finding will enrich the study of dunes and provide important data for geomorphological research. Moreover, the results are significant for engineering applications to estuaries. 展开更多
关键词 Catenary-bead dune Elliptical pits Morphological nomenclature High resolution Yangtze estuary
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