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Fluid-solid coupling numerical simulation of charge process in variable-mass thermodynamic system 被引量:8
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作者 胡继敏 金家善 严志腾 《Journal of Central South University》 SCIE EI CAS 2012年第4期1063-1072,共10页
Abstract: A joint solution model of variabk:-mass flow in two-phase region and fluid-solid coupling heat transfer, concerned about the charge process of variable-mass thermodynamic system, is built up and calculated... Abstract: A joint solution model of variabk:-mass flow in two-phase region and fluid-solid coupling heat transfer, concerned about the charge process of variable-mass thermodynamic system, is built up and calculated by the finite element method (FEM). The results are basically consistent with relative experimental data. The calculated average heat transfer coefficient reaches 1.7~105 W/(m2. K). When the equal percentage valve is used, the system needs the minimum requirements of valve control, but brings the highest construction cost. With the: decrease of initial steam pressure, the heat transfer intensity also weakens but the steam flow increases. With the initial water filling coefficient increasing or the temperature of steam supply decreasing, the amount of accumulative steam flow increases with the growth of steam pressure. When the pressure of steam supply drops, the steam flow gradient increases during the maximum opening period of control valve, and causes the maximum steam flow to increase. 展开更多
关键词 steam accumulator variable-mass control valve fluid-solid coupling numerical simulation
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Numerical simulation for influences of pressure solution on T-H-M coupling in aggregate rock
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作者 张玉军 琚晓冬 《Journal of Central South University》 SCIE EI CAS 2014年第10期3936-3944,共9页
The pressure solution model of granular aggregates was introduced into a FEM code which was developed for the analysis of thermo-hydro-mechanical(T-H-M) coupling in porous medium. Aimed at creating a hypothetical mode... The pressure solution model of granular aggregates was introduced into a FEM code which was developed for the analysis of thermo-hydro-mechanical(T-H-M) coupling in porous medium. Aimed at creating a hypothetical model of nuclear waste disposal in unsaturated quartz aggregate rock mass with laboratory scale, two 4-year computation cases were designed: 1) The porosity and permeability of rock mass are functions of the pressure solution; 2) The porosity and the permeability are constants. Calculation results show that the magnitude and distribution of stresses in the rock mass of these two calculation cases are roughly the same. And, the porosity and the permeability decrease to 43%-54% and 4.4%-9.1% of their original values after case 1 being accomplished; but the negative pore water pressures in cases 1 and 2 are respectively 1.0-1.25 and 1.0-1.1 times of their initial values under the action of nuclear waste. Case 1 exhibits the obvious effect of pressure solution. 展开更多
关键词 pressure solution aggregate rock thermo-hydro-mechanical(T-H-M) coupling numerical simulation
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Numerical simulation of aluminum holding furnace with fluid-solid coupled heat transfer 被引量:9
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作者 周乃君 周善红 +1 位作者 张家奇 潘青林 《Journal of Central South University》 SCIE EI CAS 2010年第6期1389-1394,共6页
To predict three-dimensional temperature distribution of molten aluminum and its influencing factors inside an industrial aluminum holding furnace,a fluid-solid coupled method was presented.The fluid-solid coupled mat... To predict three-dimensional temperature distribution of molten aluminum and its influencing factors inside an industrial aluminum holding furnace,a fluid-solid coupled method was presented.The fluid-solid coupled mathematics models of aluminum holding furnace in the premixed combustion processing were established based on mass conservation,moment conservation,momentum conservation,energy conservation and chemistry species conservation.Computational results agree well with the test data of the typical condition.The maximum combustion temperature is 1 850 K.The average temperature of the molten aluminum is 1 158 K,and the maximum temperature difference is about 240 K.The average temperature increases 0.3 ℃ while the temperature of combustion air increases 1 ℃.The optimal excess air ratio is 1.25-1.30. 展开更多
关键词 aluminum holding furnace COMBUSTION heat transfer fluid-solid coupled numerical simulation
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Rapid simulation and phase distortion evaluation of thermal blooming effect in internal laser propagation channels
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作者 WU Dong-yu LI Xiang +4 位作者 LI Jia-sheng GAO Liang SONG Yan-song WANG Si DONG Ke-yan 《中国光学(中英文)》 北大核心 2025年第3期520-534,共15页
During the propagation of high-power lasers within internal channels,the laser beam heats the propagation medium,causing the thermal blooming effect that degrades the beam quality at the output.The intricate configura... During the propagation of high-power lasers within internal channels,the laser beam heats the propagation medium,causing the thermal blooming effect that degrades the beam quality at the output.The intricate configuration of the optical path within the internal channel necessitates complex and time-consuming efforts to assess the impact of thermal blooming effect on the optical path.To meet the engineering need for rapid evaluation of thermal blooming effect in optical paths,this study proposed a rapid simulation method for the thermal blooming effect in internal optical paths based on the finite element method.This method discretized the fluid region into infinitesimal elements and employed finite element method for flow field analysis.A simplified analytical model of the flow field region in complex internal channels was established,and regions with similar thermal blooming effect were divided within this model.Based on the calculated optical path differences within these regions,numerical simulations of phase distortion caused by thermal blooming were conducted.The calculated result were compared with those obtained using the existing methods.The findings reveal that for complex optical paths,the discrepancy between the two approaches is less than 3.6%,with similar phase distortion patterns observed.For L-type units,this method and the existing methods identify the same primary factors influencing aberrations and exhibit consistent trends in their variation.This method was used to analyze the impact of thermal blooming effect in a straight channel under different gravity directions.The results show that phase distortion varies with changes in the direction of gravity,and the magnitude of the phase difference is strongly correlated with the component of gravity perpendicular to the optical axis.Compared to the existing methods,this approach offers greater flexibility,obviates the need for complex custom analysis programming.The analytical results of this method enable a rapid assessment of the thermal blooming effect in optical paths within the internal channel.This is especially useful during the engineering design.These results also provide crucial references for developing strategies to suppress thermal blooming effect. 展开更多
关键词 high-power laser thermal blooming effect beam phase numerical simulation thermal coupling effect beam control system
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Numerical analysis of deformation and failure characteristics of deep roadway surrounding rock under static-dynamic coupling stress 被引量:28
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作者 WU Xing-yu JIANG Li-shuai +3 位作者 XU Xing-gang GUO Tao ZHANG Pei-peng HUANG Wan-peng 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第2期543-555,共13页
In actual production,deep coal mine roadways are often under typical static-dynamic coupling stress(SDCS)conditions with high ground stress and strong dynamic disturbances.With the increasing number of disasters and a... In actual production,deep coal mine roadways are often under typical static-dynamic coupling stress(SDCS)conditions with high ground stress and strong dynamic disturbances.With the increasing number of disasters and accidents induced by SDCS conditions,the safe and efficient production of coal mines is seriously threatened.Therefore,it is of great practical significance to study the deformation and failure characteristics of the roadway surrounding rock under SDCS.In this paper,the effects of different in-situ stress fields and dynamic load conditions on the surrounding rock are studied by numerical simulations,and the deformation and failure characteristics are obtained.According to the simulation results,the horizontal stress,vertical stress and dynamic disturbance have a positive correlation with the plastic failure of the surrounding rock.Among these factors,the influence of the dynamic disturbance is the most substantial.Under the same stress conditions,the extents of deformation and plastic failure of the roof and ribs are always greater than those of the floor.The effect of horizontal stresses on the roadway deformation is more notable than that of vertical stresses.The results indicate that for the roadway under high-stress conditions,the in-situ stress test must be strengthened first.After determining the magnitude of the in-situ stress,the location of the roadway should be reasonably arranged in the design to optimize the mining sequence.For roadways that are strongly disturbed by dynamic loads,rock supports(rebar/cable bolts,steel set etc.)that are capable of maintaining their effectiveness without failure after certain dynamic loads are required.The results of this study contribute to understanding the characteristics of the roadway deformation and failure under SDCS,and can be used to provide a basis for the support design and optimization under similar geological and geotechnical circumstances. 展开更多
关键词 static-dynamic coupling stress(SDCS) deep roadway surrounding rock stability numerical simulation roadway deformation plastic failure of surrounding rock
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Numerical simulation of dynamic fracture properties of rocks under different static stress conditions 被引量:7
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作者 LIANG Zheng-zhao QIAN Xi-kun +1 位作者 ZHANG Ya-fang LIAO Zhi-yi 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第2期624-644,共21页
When underground cavities are subjected to explosive stress waves,a uniquely damaged zone may appear due to the combined effect of dynamic loading and static pre-load stress.In this study,a rate-dependent two-dimensio... When underground cavities are subjected to explosive stress waves,a uniquely damaged zone may appear due to the combined effect of dynamic loading and static pre-load stress.In this study,a rate-dependent two-dimensional rock dynamic constitutive model was established to investigate the dynamic fractures of rocks under different static stress conditions.The effects of the loading rate and peak amplitude of the blasting wave under different confining pressures and the vertical compressive coefficient(K_(0))were considered.The numerical simulated results reproduced the initiation and further propagation of primary radial crack fractures,which were in agreement with the experimental results.The dynamic loading rate,peak amplitude,static vertical compressive coefficient(K_(0))and confining pressure affected the evolution of fractures around the borehole.The heterogeneity parameter(m)plays an important role in the evolution of fractures around the borehole.The crack propagation path became more discontinuous and rougher in a smallerheterogeneity parameter case. 展开更多
关键词 rock mechanics coupled static and dynamic loading numerical simulation rate-dependent damage constitutive model
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Research on alternating magnetic treatment to diamond segments by experiment and numerical simulation
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作者 Fu Yuming~1 Yu Kun~(2,1) Yin Jing~1 (1.Mechanical Engineering College,Yanshan University,Qinhuangdao 066004,China) (2.Eectrical and Mechanical Engineering Department,Qinhuangdao Institute of Technology,Beidaihe 066110,China) 《金刚石与磨料磨具工程》 CAS 北大核心 2008年第S1期161-164,167,共5页
The heated test pieces of diamond segments were treated by alternating magnetic field,the influences of magnetic treatment on microstructure densification of diamond segments were studied through metallurgical structu... The heated test pieces of diamond segments were treated by alternating magnetic field,the influences of magnetic treatment on microstructure densification of diamond segments were studied through metallurgical structure analysis.The experiment results indicated that,the densification of diamond segments was further improved after magnetized.The alternating magnetic force distributions in the diamond segments were calculated by numerical simulation according to the coupled field theory.In alternating magnetic field,a prodigious swirl current field appeared in the component.The magnetic vibrating due to alternating magnetic force was obvious,which was in favor of microcosmic structure compacter.The numerical analysis results provided direct evidences for that the alternating magnetic treatment can act as an effective technique to improve the microstructure densification of diamond segments. 展开更多
关键词 MAGNETIC treatment DIAMOND SEGMENT microstructure numerical simulation couplED analysis
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Complete geometric nonlinear formulation for rigid-flexible coupling dynamics 被引量:4
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作者 刘铸永 洪嘉振 刘锦阳 《Journal of Central South University》 SCIE EI CAS 2009年第1期119-124,共6页
A complete geometric nonlinear formulation for rigid-flexible coupling dynamics of a flexible beam undergoing large overall motion was proposed based on virtual work principle, in which all the high-order terms relate... A complete geometric nonlinear formulation for rigid-flexible coupling dynamics of a flexible beam undergoing large overall motion was proposed based on virtual work principle, in which all the high-order terms related to coupling deformation were included in dynamic equations. Simulation examples of the flexible beam with prescribed rotation and free rotation were investigated. Numerical results show that the use of the first-order approximation coupling (FOAC) model may lead to a significant error when the flexible beam experiences large deformation or large deformation velocity. However, the correct solutions can always be obtained by using the present complete model. The difference in essence between this model and the FOAC model is revealed. These coupling high-order terms, which are ignored in FOAC model, have a remarkable effect on the dynamic behavior of the flexible body. Therefore, these terms should be included for the rigid-flexible dynamic modeling and analysis of flexible body undergoing motions with high speed. 展开更多
关键词 flexible beam rigid-flexible coupling dynamic modeling numerical simulation
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Electrodynamic Coupling in the Solar Wind-Magnetosphere-Ionosphere System 被引量:2
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作者 Hu Youqiu Wang Chi 《空间科学学报》 CAS CSCD 北大核心 2010年第4期321-332,共12页
This paper presents a brief summary of our recent work based on global MHD simulations of the Solar wind-Magnetosphere-Ionosphere (SMI) system with emphasis on the electrodynamic coupling in the system.The main conclu... This paper presents a brief summary of our recent work based on global MHD simulations of the Solar wind-Magnetosphere-Ionosphere (SMI) system with emphasis on the electrodynamic coupling in the system.The main conclusions obtained are summarized as follows.(1) As a main dynamo of the SMI system,the bow shock contributes to both region 1 Field-Aligned Current (FAC) and cross-tail current.Under strong interplanetary driving conditions and moderate Alfv'en Mach numbers,the bow shock's contribution may exceed more than fifty percent of the total of either region 1 or cross-tail currents.(2) In terms of more than 100 simulation runs with due southward Interplanetary Magnetic Field (IMF),we have found a combined parameter f=E sw P sw M A -1/2 (E sw,P sw,and M A are the solar wind electric field,ram pressure,and Alfv'en Mach number,respectively):both the ionospheric transpolar potential and the magnetopause reconnection voltage vary linearly with f for small f,but saturate for large f.(3) The reconnection voltage is approximately fitted by sin 3/2 (θ IMF /2),where θ IMF is the IMF clock angle.The ionospheric transpolar potential,the voltage along the polar cap boundary,and the electric fields along the merging line however defined they may be,respond differently to θ IMF,so it is not justified to take them as substitutes for the reconnection voltage. 展开更多
关键词 耦合系统 电离层 太阳风 磁层顶 国际货币基金组织 电动 行星际磁场 场向电流
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应力-渗流-溶蚀耦合作用下三维岩石裂隙渗透特性数值计算研究 被引量:2
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作者 申林方 吕倩文 +3 位作者 刘文连 张家明 杨鸿忠 李泽 《岩土工程学报》 北大核心 2025年第2期428-437,共10页
基于格子Boltzmann方法采用双分布函数分别模拟渗流速度场与溶质浓度场的演化过程,建立了三维岩石裂隙应力-渗流-溶蚀耦合作用机制的数值计算模型,并讨论了渗流流速、法向应力、溶蚀反应速率等因素对裂隙渗透特性演化规律的影响。结果表... 基于格子Boltzmann方法采用双分布函数分别模拟渗流速度场与溶质浓度场的演化过程,建立了三维岩石裂隙应力-渗流-溶蚀耦合作用机制的数值计算模型,并讨论了渗流流速、法向应力、溶蚀反应速率等因素对裂隙渗透特性演化规律的影响。结果表明:在渗流流速较低时,壁面溶蚀出来的离子得不到及时输运,使得出口处浓度较高溶蚀速度慢,裂隙结构呈“喇叭口”状。增大法向应力会减小裂隙开度,减慢溶质的运移速率,使得裂隙出口处的溶蚀速率显著降低,从而限制了其渗透率的发展。当壁面溶蚀反应速率较小时,裂隙渗透率呈持续缓慢增长的状态;随着溶蚀反应速率增加,出口处的溶蚀量会明显小于入口处,导致出口处壁面发生显著溶蚀之前,裂隙渗透率发展缓慢,此后渗透率便呈急速突变增长趋势。研究成果能够为酸蚀作用下岩石裂隙渗透能力的定量评价提供重要理论支撑。 展开更多
关键词 岩石裂隙 应力-渗流-溶蚀耦合 渗透特性 格子BOLTZMANN方法 数值计算
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地球系统模式和数值模拟研究 被引量:1
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作者 曾庆存 张明华 +1 位作者 戴永久 曾晓东 《气象学报》 北大核心 2025年第3期419-434,共16页
地球系统是将大气、陆地、海洋、冰冻圈、土壤和岩石圈以及其中的生物视为一个整体,由一系列相互作用过程联系起来的复杂非线性的多重耦合系统。地球系统模式(ESM)是描述这一复杂耦合系统的数学物理模式。ESM已超越气候系统模式对大气... 地球系统是将大气、陆地、海洋、冰冻圈、土壤和岩石圈以及其中的生物视为一个整体,由一系列相互作用过程联系起来的复杂非线性的多重耦合系统。地球系统模式(ESM)是描述这一复杂耦合系统的数学物理模式。ESM已超越气候系统模式对大气、陆地和海洋状态的物理描述,故不仅可用来做天气和气候预测,还可以研究环境和生态系统的演变过程,研究人类活动对气候和生态环境的影响,以及研究人类调控自然界工程的合理或最优的方案。概述了“地球系统模式”提出和研究的一些历史,地球系统模式的构成;简介了中国科学院地球系统模式(CAS-ESM)的一些主要特点,以及数值模拟的一些主要研究成果和应用;最后提出进一步发展的一些问题。 展开更多
关键词 气候系统模式 环境生态系统模式 耦合 地球系统模式 数值模拟 气候预测
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中低速磁浮列车-轨道-T构梁耦合振动 被引量:1
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作者 娄会彬 魏凌云 +3 位作者 彭也也 魏高恒 龚俊虎 赵春发 《铁道建筑》 北大核心 2025年第2期83-88,共6页
为评估中低速磁浮列车在大跨度T构梁上的走行性能,建立了磁浮列车-轨道-T构梁耦合动力学模型。该模型由考虑了PID控制系统的磁浮车辆动力学模型、T构梁和轨道有限元模型组成。基于该模型仿真计算了20~160 km/h速度下磁浮车-轨-桥耦合系... 为评估中低速磁浮列车在大跨度T构梁上的走行性能,建立了磁浮列车-轨道-T构梁耦合动力学模型。该模型由考虑了PID控制系统的磁浮车辆动力学模型、T构梁和轨道有限元模型组成。基于该模型仿真计算了20~160 km/h速度下磁浮车-轨-桥耦合系统的动力学响应,研究了行车速度对车-桥系统动力学响应的影响规律。结果表明:车-桥系统动力学响应均随速度的增大而增大,在160 km/h处取得最大值。梁体和轨排竖向位移随速度变化较小,跨中处梁体最大竖向位移为2.39 mm,梁体竖向加速度最大值为0.14 m/s^(2)。车体前端竖向加速度取得最大值0.49 m/s^(2),悬浮间隙波动量最大值可达2.28 mm。随着速度的增大,车辆乘坐舒适性逐渐降低,但在20~160 km/h范围内磁浮列车运行平稳性等级仍为优。 展开更多
关键词 磁浮列车 电磁悬浮 T构梁 数值仿真 车-桥耦合振动
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基于刚柔耦合模型的地铁啸叫研究 被引量:1
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作者 刘洋 李午垚 江晓禹 《铁道标准设计》 北大核心 2025年第4期205-213,共9页
地铁在通过狭窄的曲线轨道时经常会产生严重的啸叫噪声,严重影响人们的出行体验,故建立动力学模型研究地铁车辆在曲线段产生啸叫现象的机理。为使高频范围内的动力学仿真结果更加准确,在动力学模型中引入柔性轮对组成动力学刚柔耦合系统... 地铁在通过狭窄的曲线轨道时经常会产生严重的啸叫噪声,严重影响人们的出行体验,故建立动力学模型研究地铁车辆在曲线段产生啸叫现象的机理。为使高频范围内的动力学仿真结果更加准确,在动力学模型中引入柔性轮对组成动力学刚柔耦合系统,模型采用三维滚动接触方法模拟轮轨间的弹性接触,在计算切向力时使用迭代算法并在此基础上引入下落摩擦机制。针对我国地铁运行的速度和曲线半径,设计了5个研究工况,在动力学系统中对不同工况下车辆通过曲线时的蠕滑率和接触力进行研究,并将接触力的计算结果导入边界元模型中,分析不同工况下车轮的振动响应和约束阻尼层的降噪效果。研究结果表明:由弹性轮对组成的动力学刚柔耦合系统在曲线段的垂向振动加速度和垂向力均大于刚性轮对;引入下落摩擦机制后,当曲线半径分别为200 m和300 m时,轮轨接触力会出现振荡且轮轨间发生两点接触,容易产生啸叫噪声,当曲线半径为400 m时,接触力没有出现振荡且轮轨间主要是踏面接触;车轮在曲线段的振动主要是轴向振动;在相同曲线半径下,列车通过曲线时轮轨间产生的接触力会随列车速度的增大而增大,且当速度较大时轮轨间更容易发生两点接触;车轮添加约束阻尼层后,在相同激振力的作用下,阻尼车轮在测点的总声压级均小于标准车轮的总声压级,最大声压级下降21 dB。 展开更多
关键词 地铁 啸叫 数值模拟 刚柔耦合 降噪 动力学系统
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T构梁温度和收缩徐变效应对磁浮车-轨-桥耦合振动的影响 被引量:1
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作者 娄会彬 彭也也 +3 位作者 赵春发 冯洋 魏高恒 魏凌云 《铁道建筑》 北大核心 2025年第1期93-98,共6页
T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车... T构梁在长期服役过程中易受到温度和收缩徐变效应的影响而发生较大变形,而中低速磁浮交通对轨道梁的变形等要求十分严格。本文建立了细致的T构梁有限元模型及包含PID(Proportional Integral Derivative)反馈控制的6节编组中低速磁浮车辆动力学模型,仿真计算了考虑T构梁温度和收缩徐变前后,磁浮车辆以20~160 km/h速度通过T构梁时车-轨-桥耦合系统的动力学响应。结果表明:考虑T构梁20℃升温温差和10年收缩徐变后,F轨轨面形成了9.47 mm的静态几何不平顺。磁浮车辆以160 km/h通过T构梁时,F轨竖向振动加速度幅值比不考虑温度、收缩徐变工况下增加显著,增幅为10.0%,轨道梁动挠度和竖向加速度变化甚微,车体竖向加速度增幅为44.2%。车-轨-桥系统动力学响应随车速增加而增大,在160 km/h时取得最大值。梁体最大竖向振动加速度为0.11 m/s^(2),车体最大竖向振动加速度为0.59 m/s~2,悬浮间隙波动幅值达2.53 mm。车辆Sperling平稳性指标随车速提高而增大,最大值为2.42,乘坐舒适性等级仍为优秀。T构梁的温度和收缩徐变主要影响车辆高速运行时的平稳性和舒适性,该T构梁能满足磁浮车辆的安全平稳运营。 展开更多
关键词 T构梁 中低速磁浮车辆 仿真计算 温度和收缩徐变效应 耦合振动
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物理信息神经网络在水文地质与工程地质中的应用研究综述
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作者 朱琳 钱陈之皓 +3 位作者 宫辉力 郭涛 李帅 叶淼 《水利水电技术(中英文)》 北大核心 2025年第7期13-25,共13页
【目的】在水文地质与工程地质研究中,传统机理数值模型在模拟复杂物理过程时存在建模精度低、不确定性等问题,机器学习模型则存在数据需求量大和可解释性差的不足。物理信息神经网络(Physics-Informed Neural Networks,PINNs)作为一种... 【目的】在水文地质与工程地质研究中,传统机理数值模型在模拟复杂物理过程时存在建模精度低、不确定性等问题,机器学习模型则存在数据需求量大和可解释性差的不足。物理信息神经网络(Physics-Informed Neural Networks,PINNs)作为一种结合物理定律和机器学习的新方法,能够为解决上述问题提供可行的方案。【方法】首先,通过整理近四年文献,系统梳理机理数值模型、机器学习模型以及机理-学习耦合模型在水文地质与工程地质领域的研究现状;其次,深入分析PINNs在该领域的最新应用;最后,阐述了PINNs在水文地质与工程地质领域发展中存在的问题,并对其今后的发展给出相关建议。【结果】研究发现,在水文地质与工程地质领域,PINNs部分解决了数值模型和机器学习模型中存在的数据稀缺、可解释性差和泛化性不足的问题,拥有广阔的应用前景。今后需要进一步解决其在鲁棒性、自适应权重分配和初边界条件处理方面的问题,深入挖掘其潜力。【结论】在未来研究中,建议耦合生成式模型或强化学习等模型,减少因数据质量和噪声对模型的影响,提高PINNs的鲁棒性;使用自适应学习算法和动态权重平衡机制,平衡损失函数各项权重,使PINNs模型输出矩阵满足正交条件,提高PINNs模型的计算效率;综合实际情况,选择优化激活函数、约束方式等,使PINNs模型收敛速度更快,结果更为精准。 展开更多
关键词 物理信息神经网络 数值模型 机器学习 耦合模型 地下水 水文地质 数值模拟 工程地质
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火药燃烧驱动二级轻气炮发射过程数值模拟研究
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作者 尹立新 钱秉文 +5 位作者 李华康 姚杭 陈春林 马坤 高鹏飞 曹进 《弹箭与制导学报》 北大核心 2025年第3期415-423,共9页
为研究火药燃烧驱动二级轻气炮发射过程的多物理场耦合机制,开展了全三维数值模拟研究。以30 mm口径轻气炮为研究对象,构建了包含燃烧室化学反应、发射管湍流气体流动及热-流-固耦合作用的数理模型。针对燃烧室固相反应,采用动态燃烧模... 为研究火药燃烧驱动二级轻气炮发射过程的多物理场耦合机制,开展了全三维数值模拟研究。以30 mm口径轻气炮为研究对象,构建了包含燃烧室化学反应、发射管湍流气体流动及热-流-固耦合作用的数理模型。针对燃烧室固相反应,采用动态燃烧模型;针对高可压缩湍流气体,采用五阶WENO格式结合Gauss积分与三阶Runge-Kutta TVD方法,实现空间-时间五阶精度离散。通过多块结构化动网格技术处理流场边界移动,并设计基于加权余量法的界面数据传递算法,确保热-流-固耦合过程中能量守恒。数值仿真结果表明:弹丸出膛速度为5 423 m/s,与实验值(5 560 m/s)相对误差为2.46%;压力场、温度场及活塞变形过程与实验数据吻合良好,验证了模型准确性。文中研究为二级轻气炮参数优化与性能提升提供了理论支持。 展开更多
关键词 火药燃烧驱动 二级轻气炮 化学反应 热-流-固耦合 数值模拟
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空气耦合超声隐身涂层脱粘缺陷检测技术
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作者 常俊杰 李咸君 +1 位作者 刘远 郑阳 《中国测试》 北大核心 2025年第2期148-154,共7页
常规超声检测方法对于涂层缺陷的检测操作复杂,不易检出。为解决隐身涂层厚度小,缺陷反射回波信号易产生互相混叠、难以区分等问题,首先开展基于空气耦合超声检测技术的隐身涂层厚度检测和界面脱粘缺陷检测数值模拟仿真研究与实验。通... 常规超声检测方法对于涂层缺陷的检测操作复杂,不易检出。为解决隐身涂层厚度小,缺陷反射回波信号易产生互相混叠、难以区分等问题,首先开展基于空气耦合超声检测技术的隐身涂层厚度检测和界面脱粘缺陷检测数值模拟仿真研究与实验。通过分析超声波在被检样品内部的传播特性,接着对仿真信号进行时频域处理分析,提出一种基于小波变换多尺度模极大值的隐身涂层缺陷检测方法。结果表明:该方法能够识别出每一个极大值平均值对应的异质界面,对厚度约为500μm的隐身涂层超声信号在不同界面处产生的奇异点进行检测,可实现较高精度的涂层厚度检测与涂层内弱粘结缺陷的识别和定位功能。 展开更多
关键词 空气耦合超声 隐身涂层 数值模拟 脱粘缺陷
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热-流耦合作用下渡槽冬季水温变化及结冰规律
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作者 刘德仁 任玉刚 +2 位作者 窦顺 牛亚强 徐鹏举 《农业工程学报》 北大核心 2025年第1期144-153,共10页
寒区引水渡槽在冬季低温环境中极易发生结冰堵塞等灾害,其输水效率受到严重影响,而目前对渡槽冬季运行特性的研究尚缺乏对多因素耦合作用的水温时空变化规律及结冰特性的深入探讨。针对该问题,研究建立了封闭式渡槽非等温流动传热三维... 寒区引水渡槽在冬季低温环境中极易发生结冰堵塞等灾害,其输水效率受到严重影响,而目前对渡槽冬季运行特性的研究尚缺乏对多因素耦合作用的水温时空变化规律及结冰特性的深入探讨。针对该问题,研究建立了封闭式渡槽非等温流动传热三维耦合数值模型。考虑气温、水流流速、进口水温、太阳辐射及风速的影响,以渡槽水流温降值(ΔT)和温降速率(Δf_(u))为表征参数,探究封闭式渡槽冬季水温时空变化规律,并构建了渡槽水温变化及冰点预测模型。此外,考虑冰水相变对水流流动传热的影响,建立了渡槽水流结冰瞬态计算模型,研究渡槽水流结冰演变特征。结果表明:冬季低温环境中,沿渡槽长度方向的水温降幅整体呈现出先高后低的变化趋势。渡槽截面水流温降值随着流速的减小或初始水温的升高而增大,而水流流速对水温变化的影响最为明显,且在0~1 m/s区间内温降速率最大。同一工况下,渡槽固壁附近的水流温降值约为截面中心的2~4倍,太阳辐射作用导致壁面周侧的夜间水流温降值高于白昼日照期间。根据对渡槽水流结冰规律的研究可知,凝结潜热对水流温度起到一定的补偿作用,以岸冰宽度为结冰量化指标,凝冰量随时间的推移而沿程增加,渡槽背阴侧壁面附近水流比其他区域到达冰点的临界长度更短,且阴侧水体凝冰量约为阳侧的3倍。研究可为渡槽在冬季低温环境中的安全运行提供参考。 展开更多
关键词 温度 热流耦合 渡槽 冰水相变 数值模拟
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道岔区轮轨滑动接触摩擦热力耦合特征分析
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作者 韩峰 李国民 +3 位作者 魏昊 刘洋 陈磊 刘泽龙 《铁道学报》 北大核心 2025年第6期113-121,共9页
以12号单开道岔转辙器区14~16号轨枕处基本轨和尖轨为研究对象,研究LM磨耗型踏面车轮通过道岔转辙器区的轮轨间滑动摩擦热力特性。基于非稳态热传导原理,建立轮轨热力耦合动力学模型,计算不同工况下磨耗车轮通过岔区的钢轨接触点力学变... 以12号单开道岔转辙器区14~16号轨枕处基本轨和尖轨为研究对象,研究LM磨耗型踏面车轮通过道岔转辙器区的轮轨间滑动摩擦热力特性。基于非稳态热传导原理,建立轮轨热力耦合动力学模型,计算不同工况下磨耗车轮通过岔区的钢轨接触点力学变化特性及接触斑处温升,判断在相应道岔区的摩擦热高温区和应力集中区。研究结果表明,随着轮轨滑动摩擦,道岔区轮轨产生摩擦高温,最大温升点位于接触斑后半部。列车轴重是影响道岔区钢轨温升的主要因素,轴重越大,轮轨之间的接触压力越大,热源越强,导致轮轨摩擦温升更高,滑动速度对其影响较小。尖轨和基本轨的摩擦热与接触应力的差异稳定在14.67~48.90 MPa范围内,说明该区域道岔结构稳定,两轨受力均衡。 展开更多
关键词 道岔区 铁道工程 摩擦热 热力耦合 数值模拟
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球面爆轰波下不同孔径耦合装药孔壁压力沿炮孔轴向分布特征
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作者 楼晓明 林杰 +2 位作者 王新龙 刘怀宇 王广 《哈尔滨工业大学学报》 北大核心 2025年第3期148-159,共12页
为分析岩石爆破孔壁压力沿炮孔轴向分布的特征,采用理论分析、模型试验和有限元模拟相结合的方法,对不同孔径耦合装药炮孔轴向孔壁压力进行研究。首先基于球面爆轰波理论,建立炮孔内爆轰作用模型;以爆轰波与孔壁的入射角和炮孔直径关系... 为分析岩石爆破孔壁压力沿炮孔轴向分布的特征,采用理论分析、模型试验和有限元模拟相结合的方法,对不同孔径耦合装药炮孔轴向孔壁压力进行研究。首先基于球面爆轰波理论,建立炮孔内爆轰作用模型;以爆轰波与孔壁的入射角和炮孔直径关系为基础,推导出各阶段爆轰作用下的孔壁压力理论计算公式,得到不同孔径的孔壁压力沿炮孔轴向孔壁的变化曲线。为验证理论分析的合理性,进一步利用混凝土厚壁圆筒模型试验,运用高速多路动态应变测试系统对孔壁压力进行监测,同时建立不同炮孔直径的有限元数值模拟,获得不同孔径炮孔孔壁压力沿炮孔轴向分布结果,并将模型试验和数值模拟结果与理论分析结果进行了对比分析。研究结果表明:耦合装药孔壁压力沿炮孔轴向方向呈现不均匀分布,起爆点近区孔壁压力急剧增大,达到最大压力峰值后开始衰减,最后孔壁压力趋于平稳波动的特征;炮孔直径与孔壁压力存在正相关,最大压力峰值和平稳波动阶段孔壁压力随炮孔直径增大而增大;在d=40 mm炮孔轴向孔壁压力的理论计算值与模型试验、数值模拟结果相对误差均较小,验证了理论分析的合理性。 展开更多
关键词 球面爆轰波 孔壁压力 耦合装药 模型试验 数值模拟
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