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Explosion resistance performance of reinforced concrete box girder coated with polyurea:Model test and numerical simulation
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作者 Guangpan Zhou Rong Wang +2 位作者 Mingyang Wang Jianguo Ding Yuye Zhang 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第3期1-18,共18页
To study the anti-explosion protection effect of polyurea coating on reinforced concrete box girder,two segmental girder specimens were made at a scale of 1:3,numbered as G(without polyurea coating)and PCG(with polyur... To study the anti-explosion protection effect of polyurea coating on reinforced concrete box girder,two segmental girder specimens were made at a scale of 1:3,numbered as G(without polyurea coating)and PCG(with polyurea coating).The failure characteristics and dynamic responses of the specimens were compared through conducting explosion tests.The reliability of the numerical simulation using LS-DYNA software was verified by the test results.The effects of different scaled distances,reinforcement ratios,concrete strengths,coating thicknesses and ranges of polyurea were studied.The results show that the polyurea coating can effectively enhance the anti-explosion performance of the girder.The top plate of middle chamber in specimen G forms an elliptical penetrating hole,while that in specimen PCG only shows a very slight local dent.The peak vertical displacement and residual displacement of PCG decrease by 74.8% and 73.7%,respectively,compared with those of specimen G.For the TNT explosion with small equivalent,the polyurea coating has a more significant protective effect on reducing the size of fracture.With the increase of TNT equivalent,the protective effect of polyurea on reducing girder displacement becomes more significant.The optimal reinforcement ratio,concrete strength,thickness and range of polyurea coating were also drawn. 展开更多
关键词 Explosive load Explosion resistance performance model test POLYUREA Concrete box girder numerical simulation
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Numerical simulation of flow around square cylinder using different low-Reynolds number turbulence models 被引量:3
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作者 张泠 周军莉 +2 位作者 陈晓春 兰丽 张楠 《Journal of Central South University of Technology》 EI 2008年第4期564-568,共5页
ABE-KONDOH-NAGANO,ABID,YANG-SHIH and LAUNDER-SHARMA low-Reynolds number turbulence models were applied to simulating unsteady turbulence flow around a square cylinder in different phases flow field and time-averaged u... ABE-KONDOH-NAGANO,ABID,YANG-SHIH and LAUNDER-SHARMA low-Reynolds number turbulence models were applied to simulating unsteady turbulence flow around a square cylinder in different phases flow field and time-averaged unsteady flow field.Meanwhile,drag and lift coefficients of the four different low-Reynolds number turbulence models were analyzed.The simulated results of YANG-SHIH model are close to the large eddy simulation results and experimental results,and they are significantly better than those of ABE-KONDOH-NAGANO,ABID and LAUNDER-SHARMR models.The modification of the generation of turbulence kinetic energy is the key factor to a successful simulation for YANG-SHIH model,while the correction of the turbulence near the wall has minor influence on the simulation results.For ABE-KONDOH-NAGANO,ABID and LAUNDER-SHARMA models satisfactory simulation results cannot be obtained due to lack of the modification of the generation of turbulence kinetic energy.With the joint force of wall function and the turbulence models with the adoption of corrected swirl stream,flow around a square cylinder can be fully simulated with less grids by the near-wall. 展开更多
关键词 low-Reynolds number turbulence model flow around square cylinder numerical simulation
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Experimental and numerical approach of afterburning effects in fuel-rich explosives within confined spaces
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作者 Hu Zhou Ange Lu +3 位作者 Cheng Zheng Yiwen Wang Xiangshao Kong Weiguo Wu 《Defence Technology(防务技术)》 2025年第9期67-79,共13页
The detonation of fuel-rich explosives yields combustible products that persistently burn upon mixing with ambient oxygen,releasing additional energy through a phenomenon known as the afterburning effect.This process ... The detonation of fuel-rich explosives yields combustible products that persistently burn upon mixing with ambient oxygen,releasing additional energy through a phenomenon known as the afterburning effect.This process greatly influences the evolution of confined blast loading and the subsequent structural response,which is crucial in confined blast scenarios.Given the complex nature of the reaction process,accurate analysis of the afterburning effect remains challenging.Previous studies have either overlooked the mechanisms of detonation product combustion or failed to provide experimental validation.This study introduces a three-dimensional model to effectively characterize the combustion of detonation products.The model integrates chemical reaction source terms into the governing equations to consider the combustion processes.Numerical simulations and experimental tests were conducted to analyze the combustion and energy release from the detonation products of fuel-rich explosives in confined spaces.Approximately 50%of the energy was released during the combustion of detonation products in a confined TNT explosion.Although the combustion of these products was much slower than the detonation process,it aligned with the dynamic response of the structure,which enhanced the explosive yield.Excluding afterburning from the analysis reduced the center-point deformation of the structure by 30%.Following the inclusion of afterburning,the simulated quasistatic pressure increased by approximately 45%.Subsequent comparisons highlighted the merits of the proposed approach over conventional methods.This approach eliminates the reliance on empirical parameters,such as the amount and rate of energy release during afterburning,thereby laying the foundation for understanding load evolution in more complex environments,such as ships,buildings,and underground tunnels. 展开更多
关键词 Blast loading numerical simulation Experimental study Fuel-rich explosives Confined space Afterburning model Reactive flow
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Resistance of full-scale beams against close-in explosions.Numerical modeling and field tests
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作者 A.Prado A.Alañón +5 位作者 R.Castedo A.P.Santos L.M.López M.Chiquito M.Bermejo C.Oggeri 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第10期35-47,共13页
This paper explores the performances of a finite element simulation including four concrete models applied to a full-scale reinforced concrete beam subjected to blast loading. Field test data has been used to compare ... This paper explores the performances of a finite element simulation including four concrete models applied to a full-scale reinforced concrete beam subjected to blast loading. Field test data has been used to compare model results for each case. The numerical modelling has been, carried out using the suitable code LS-DYNA. This code integrates blast load routine(CONWEP) for the explosive description and four different material models for the concrete including: Karagozian & Case Concrete, Winfrith, Continuous Surface Cap Model and Riedel-Hiermaier-Thoma models, with concrete meshing based on 10, 15, and 20 mm. Six full-scale beams were tested: four of them used for the initial calibration of the numerical model and two more tests at lower scaled distances. For calibration, field data obtained employing pressure and accelerometers transducers were compared with the results derived from the numerical simulation. Damage surfaces and the shape of rupture in the beams have been used as references for comparison. Influence of the meshing on accelerations has been put in evidence and for some models the shape and size of the damage in the beams produced maximum differences around 15%. In all cases, the variations between material and mesh models are shown and discussed. 展开更多
关键词 Blast test numerical simulation LS-DYNA Concrete model Mesh effect Full-scale beams
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Numerical simulation of flocculation and settling behavior of whole-tailings particles in deep-cone thickener 被引量:13
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作者 阮竹恩 李翠平 石聪 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第3期740-749,共10页
Rapid dewatering and thickening of whole-tailings with ultrafine particles is one of the most important processes for the whole-tailings paste preparation. Deep-cone thickener, a kind of such process for the flocculat... Rapid dewatering and thickening of whole-tailings with ultrafine particles is one of the most important processes for the whole-tailings paste preparation. Deep-cone thickener, a kind of such process for the flocculation and settling of whole-tailings, is particularly necessary to study. However, there exist many problems in observing the flocculation and settling process of whole-tailings, as well as the particle size distribution(PSD) of whole-tailings floccules in deep-cone thickener. Population balance model(PBM) is applied to predict the PSD in deep-cone thickener, and LUO model and GHADIRI model are employed to study the aggregation and fragmentation mechanism of the whole-tailings particles, respectively. Through three-dimensional numerical simulation on the whole-tailings flocculation and settling in deep-cone thickener using computational fluid dynamics(CFD)-PBM, the distribution of density and turbulent kinetic energy in deep-cone thickener were obtained, at the same time the spatio-temporal changes of whole-tailings floccules particle size distribution are analyzed. Finally, the major flocculation position in deep-cone thickener is found and the flocculation settling rules of whole-tailings are achieved. 展开更多
关键词 whole-tailings particles flocculation settling numerical simulation deep-cone thickener population balance model
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Nonlinear flow numerical simulation of low-permeability reservoir 被引量:2
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作者 于荣泽 卞亚南 +3 位作者 周舒 王楷军 吕琦 陈朝辉 《Journal of Central South University》 SCIE EI CAS 2012年第7期1980-1987,共8页
A nonlinear flow reservoir mathematical model was established based on the flow characteristic of low-permeability reservoir.The well-grid equations were deduced and the dimensionless permeability coefficient was intr... A nonlinear flow reservoir mathematical model was established based on the flow characteristic of low-permeability reservoir.The well-grid equations were deduced and the dimensionless permeability coefficient was introduced to describe the permeability variation of nonlinear flow.The nonlinear flow numerical simulation program was compiled based on black-oil model.A quarter of five-spot well unit was simulated to study the effect of nonlinear flow on the exploitation of low-permeability reservoir.The comprehensive comparison and analysis of the simulation results of Darcy flow,quasi-linear flow and nonlinear flow were provided.The dimensionless permeability coefficient distribution was gained to describe the nonlinear flow degree.The result shows that compared with the results of Darcy flow,when considering nonlinear flow,the oil production is low,and production decline is rapid.The fluid flow in reservoir consumes more driving energy,which reduces the water flooding efficiency.Darcy flow model overstates the reservoir flow capability,and quasi-linear flow model overstates the reservoir flow resistance.The flow ability of the formation near the well and artificial fracture is strong while the flow ability of the formation far away from the main streamline is weak.The nonlinear flow area is much larger than that of quasi-linear flow during the fluid flow in low-permeability reservoir.The water propelling speed of nonlinear flow is greatly slower than that of Darcy flow in the vertical direction of artificial fracture,and the nonlinear flow should be taken into account in the well pattern arrangement of low-permeability reservoir. 展开更多
关键词 low-permeability reservoir nonlinear flow mathematical model numerical simulation
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Method of triangular mesh modeling in numerical control machining simulation 被引量:1
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作者 马志艳 陈幼平 +1 位作者 李建军 赵遥劲 《Journal of Central South University》 SCIE EI CAS 2010年第5期1021-1027,共7页
In the process of numerical control machining simulation,the workpiece surface is usually described with the uniform triangular mesh model.To alleviate the contradiction between the simulation speed and accuracy in th... In the process of numerical control machining simulation,the workpiece surface is usually described with the uniform triangular mesh model.To alleviate the contradiction between the simulation speed and accuracy in this model,two improved methods,i.e.,the local refinement triangular mesh modeling method and the adaptive triangular mesh modeling method were presented.The simulation results show that when the final shape of the workpiece is known and its mathematic representation is simple,the local refinement triangular mesh modeling method is preferred;when the final shape of the workpiece is unknown and its mathematic description is complicated,the adaptive triangular mesh modeling method is more suitable.The experimental results show that both methods are more targeted and practical and can meet the requirements of real-time and precision in simulation. 展开更多
关键词 numerical control machining triangular mesh model simulation
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Phase-field modelling of discontinuous structures in geomaterials
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作者 WANG Yunteng WANG Yadong +2 位作者 LIU Jiaxin KANG Xuan WU Wei 《地质力学学报》 北大核心 2025年第5期869-885,共17页
[Objective]This study aims to develop a thermodynamically consistent phase-field framework for modeling the initiation and evolution of discontinuous structures in geomaterials.[Methods]Our model introduces crack driv... [Objective]This study aims to develop a thermodynamically consistent phase-field framework for modeling the initiation and evolution of discontinuous structures in geomaterials.[Methods]Our model introduces crack driving forces derived from the volumetric-deviatoric strain decomposition strategy,incorporating distinct tension,compression,and shear degradation mechanisms.Inertia effects capture compaction-band formation driven by wave-like disturbances,grain crushing,and frictional rearrangement.A monolithic algorithm ensures numerical stability and rapid convergence.[Results]The framework reproduces tensile,shear,mixed tensile-shear,and compressive-shear failures using the Benzeggagh-Kenane criterion.Validation against benchmark simulations-including uniaxial compression of rock-like and triaxial compression of V-notched sandstone specimens-demonstrates accurate predictions of crack initiation stress,localization orientation,and energy dissipation.[Conclusions]The framework provides a unified and robust numerical tool for analyzing the spatiotemporal evolution of strain localization and fracture in geomaterials.[Significance]By linking microscale fracture dynamics with macroscale failure within a thermodynamically consistent scheme,this study advances predictive modeling of rock stability,slope failure,and subsurface energy systems,contributing to safer and more sustainable geotechnical practice. 展开更多
关键词 rock cracks localized deformation bands multiscale characteristics phase-field model numerical simulations
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Numerical simulation study on penetration performance of depleted Uranium(DU)alloy fragments 被引量:7
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作者 Fu-lin Zhu Yang Chen Gui-li Zhu 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第1期50-55,共6页
Due to its high strength,high density,high hardness and good penetration capabilities,Depleted uranium alloys have already shined in armor-piercing projectiles.There should also be a lot of room for improvement in the... Due to its high strength,high density,high hardness and good penetration capabilities,Depleted uranium alloys have already shined in armor-piercing projectiles.There should also be a lot of room for improvement in the application of fragment killing elements.Therefore,regarding the performance of the depleted uranium alloy to penetrate the target plate,further investigation is needed to analyze its advantages and disadvantages compared to tungsten alloy.To study the difference in penetration performance between depleted uranium alloy and tungsten alloy fragments,firstly,a theoretical analysis of the adiabatic shear sensitivity of DU and tungsten alloys was given from the perspective of material constitutive model.Then,taking the cylindrical fragment penetration target as the research object,the penetration process and velocity characteristics of the steel target plates penetrated by DU alloy fragment and tungsten alloy fragment were compared and analyzed,by using finite element software ANSYS/LS-DYNA and Lagrange algorithm.Lastly,the influence of different postures when impacting target and different fragment shapes on the penetration results is carried out in the research.The results show that in the penetration process of the DU and tungsten alloy fragments,the self-sharpening properties of the DU alloy can make the fragment head sharper and the penetrating ability enhance.Under the same conditions,the penetration capability of cylindrical fragment impacting target in vertical posture is better than that in horizontal posture,and the penetration capability of the spherical fragment is slightly better than that of cylindrical fragment. 展开更多
关键词 Depleted uranium alloy Constitutive model Adiabatic shear Penetration performance numerical simulation
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Numerical simulation of dynamic fracture properties of rocks under different static stress conditions 被引量:8
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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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Numerical simulation of the natural fragmentation of explosively loaded thick walled cylinders 被引量:3
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作者 I.G.CULLIS P.DUNSMORE +2 位作者 A.HARRISON I.LEWTAS R.TOWNSLEY 《Defence Technology(防务技术)》 SCIE EI CAS 2014年第2期198-210,共13页
The ability to predict the natural fragmentation of an explosively loaded metal casing would represent a significant achievement.Physicallybased material models permit the use of small scale laboratory tests to charac... The ability to predict the natural fragmentation of an explosively loaded metal casing would represent a significant achievement.Physicallybased material models permit the use of small scale laboratory tests to characterise and validate their parameters.The model can then be directly employed to understand and design the system of interest and identify the experiments required for validation of the predictions across a wide area of the performance space.This is fundamentally different to the use of phenomenologically based material algorithms which require a much wider range of characterisation and validation tests to be able to predict a reduced area of the performance space.Eulerians numerical simulation methods are used to describe the fragmentation of thick walled EN24 steel cylinders filled with PBXN-109 explosive.The methodology to characterise the constitutive response of the material using the physically based Armstrong-Zerilli constitutive model and the Goldthorpe path dependent fracture model is described,and the results are presented.The ability of an Eulerian hydrocode to describe the fragmentation process and reproduce the experimentally observed fragment mass and velocity distributions is presented and discussed.Finally the suitability of the current experimental analysis methodology for simulation validation is addressed. 展开更多
关键词 数值模拟方法 爆炸加载 自然 厚壁 材料模型 破碎 验证实验 实验室试验
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Numerical simulation of liquid desiccant evaporator driven by heat pump
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作者 NIU Run-ping CHEN Xiao-yi +1 位作者 WANG Zi-ye KUANG Da-qing 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第8期2197-2213,共17页
The standard k-ε turbulence model and discrete phase model (DPM) were used to simulate the heat and mass transfer in a liquid-desiccant evaporator driven by a heat pump using FLUENT software, and the temperature fiel... The standard k-ε turbulence model and discrete phase model (DPM) were used to simulate the heat and mass transfer in a liquid-desiccant evaporator driven by a heat pump using FLUENT software, and the temperature field and velocity field in the device were obtained. The performance of the liquid-desiccant evaporator was studied as the concentration of the inlet solution varied between 21% and 30% and the pipe wall temperature between 30 and 50 ℃. Results show that the humidification rate and the humidification efficiency increased with the inlet air temperature, the solution flow rate, the solution temperature, and the pipe wall temperature. The humidification rate and humidification efficiency decreased with increasing moisture content in inlet air and the concentration of inlet solution. The humidification rate increased substantially but the humidification efficiency decreased as the inlet air flow rate increased. The error between the simulations and experimental results is acceptable, meaning that our model can provide a theoretical basis for optimizing the performance of a humidifying evaporator. 展开更多
关键词 heat pump condensation heat discrete phase model (DPM) liquid desiccant evaporator numerical simulation
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装配式钢管-拉森钢板桩围堰结构数值模拟分析 被引量:1
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作者 陈百玲 牛金辉 +1 位作者 王连广 许刚 《东北大学学报(自然科学版)》 北大核心 2025年第6期102-112,共11页
为解决常规钢板桩围堰遇坚硬土层插打难度大及锁口钢管桩围堰止水效果差的问题,提出一种装配式钢管-钢板桩围堰,充分利用了钢管桩刚度大、钢板桩止水效果好的优点.通过ABAQUS对该结构进行数值分析表明,角部的钢管桩极大改善了钢板桩围... 为解决常规钢板桩围堰遇坚硬土层插打难度大及锁口钢管桩围堰止水效果差的问题,提出一种装配式钢管-钢板桩围堰,充分利用了钢管桩刚度大、钢板桩止水效果好的优点.通过ABAQUS对该结构进行数值分析表明,角部的钢管桩极大改善了钢板桩围堰角部剥脱以及对支撑依赖度高的不足,增加钢管桩数量可以改善结构受力情况.3道支撑尤其是封底混凝土对抑制钢板桩变形的发展最有效.同时,该结构可以有效抑制河床土体的变形.土体最大水平和竖向变形集中在抽水初始阶段和清淤阶段,分别占最大变形的89.9%和65.2%,结构的3道支撑与封底混凝土可以很好地抑制抽水与清淤阶段变形. 展开更多
关键词 钢管-拉森钢板桩围堰 数值模拟 受力性能分析 封底混凝土 模型对比
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基于SVR-HDMR模型的权重系数对潜水泵叶轮优化设计的影响
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作者 张金凤 刘佳 +2 位作者 俞鑫厚 李贵东 张文佳 《排灌机械工程学报》 北大核心 2025年第8期779-785,共7页
为研究高维混合模型在潜水泵叶轮优化设计中的适配性及权重系数对叶轮优化设计的影响,以比转数为87的某型潜水泵为研究对象,基于构建的SVR-HDMR模型和遗传算法进行多目标优化,分析了不同扬程和效率的权重系数对泵内流特性和叶轮出口速... 为研究高维混合模型在潜水泵叶轮优化设计中的适配性及权重系数对叶轮优化设计的影响,以比转数为87的某型潜水泵为研究对象,基于构建的SVR-HDMR模型和遗传算法进行多目标优化,分析了不同扬程和效率的权重系数对泵内流特性和叶轮出口速度的影响,并对计算结果进行试验验证,试验与计算的误差在5%左右.结果表明:3种优化方案均能提升泵性能,其中扬程和效率权重系数均为0.5的方案效果最优,可使泵内流动损失显著降低,有效改善流场紊乱程度,同时提高叶轮出口绝对速度周向分量并降低湍动能,最终实现扬程提升1.20 m、效率提高1.80%的优化效果.研究结果对导叶式离心泵设计具有重要参考价值. 展开更多
关键词 潜水泵 数值模拟 多目标优化 高维混合模型 模型试验
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基底均匀膨胀作用下黄土-泥岩复合地层隧道衬砌力学响应研究
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作者 梁庆国 李景 +2 位作者 张崇辉 刘彤彤 孙志涛 《岩土力学》 北大核心 2025年第6期1811-1824,共14页
黄土地区的地层结构大多具有上部黄土、下部泥岩的二元结构特点。隧道穿越泥岩和黄土−泥岩复合地层时,地下水重分布并易于富集于仰拱底部,泥岩遇水膨胀则会产生仰拱底鼓,而不同的地层组合及其差异性对衬砌变形及受力特性影响显著。尝试... 黄土地区的地层结构大多具有上部黄土、下部泥岩的二元结构特点。隧道穿越泥岩和黄土−泥岩复合地层时,地下水重分布并易于富集于仰拱底部,泥岩遇水膨胀则会产生仰拱底鼓,而不同的地层组合及其差异性对衬砌变形及受力特性影响显著。尝试采用在仰拱底部施加位移的方式模拟泥岩膨胀作用,依托甘肃天水某隧道,开展了纯泥岩地层与交界面位于拱腰处的黄土−泥岩复合地层隧道基底均匀膨胀作用下的底鼓模型试验。分析了两种工况下衬砌内力、变形及破坏特征的差异性,并将模型试验与数值模拟结果进行了对比。结果表明:(1)模型底部加载强制位移引起的膨胀变形可分为基底土体压密阶段和基底位移等效传递阶段两个阶段。(2)由于泥岩与黄土弹性模量比值约为2:1,相较之下,交界地层中上覆黄土刚度较小,对衬砌变形约束效果弱,仰拱隆起位移更大;交界面处拱腰更易向外扩张,扩张变形达9.2 mm,约为纯泥岩地层的3倍;交界面附近衬砌截面处易产生应力集中现象。(3)在两种地层中,仰拱及拱脚位置均表现出易于产生裂缝和损坏的特性。此外,在交界地层中,衬砌拱肩部位同样显示出较高的开裂风险,并且拱脚处的裂缝有向拱腰部位扩展的趋势。(4)相较于纯泥岩地层,交界地层中交界面附近黄土对仰拱底鼓作用具有荷载释放效应,交界面处黄土压缩吸收部分底鼓作用力,因此,上覆黄土地层可延后填充层发生受拉临界破坏的时间。其研究结果可为类似交界地层隧道的理论分析、设计与施工提供参考。 展开更多
关键词 仰拱底鼓 交界地层 模型试验 数值模拟
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基于DPM-VOF耦合的高铅渣底吹还原炉内多相流动数值模拟
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作者 闫红杰 黄正宗 +2 位作者 郝澳 夏韬 刘柳 《中国有色金属学报》 北大核心 2025年第2期607-620,共14页
高铅渣底吹还原炉内天然气-熔体或载气-熔体-煤粉构成的多相体系复杂行为与熔炼效率和系统产能紧密相关。本文基于DPM-VOF耦合模型,研究了工业尺度的高铅渣底吹还原炉内分别以天然气和煤粉为还原剂的气-液两相流和气-液-固多相流复杂行... 高铅渣底吹还原炉内天然气-熔体或载气-熔体-煤粉构成的多相体系复杂行为与熔炼效率和系统产能紧密相关。本文基于DPM-VOF耦合模型,研究了工业尺度的高铅渣底吹还原炉内分别以天然气和煤粉为还原剂的气-液两相流和气-液-固多相流复杂行为。结果表明:天然气作还原剂时,炉膛两端熔体流速平缓,喷枪区域流速剧烈,呈“脉冲状”分布;喷枪附近压力呈两侧大、中间小的“V”字形分布;喷枪区域压力波动剧烈,虽可强化气液搅拌过程但易造成喷枪损坏和熔体喷溅。采用煤粉作还原剂时,煤粉从喷枪喷出后最初分布在气团内部和气液交界面处,随后扩散至熔池中上部和烟气区域;熔池内煤粉分布在0.25~0.85 m深度范围;喷枪附近煤粉浓度相近,均未出现沉积现象。 展开更多
关键词 底吹还原炉 多相流 DPM-VOF模型 数值模拟 直接炼铅工艺
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鄂尔多斯盆地苏里格气田致密砂岩气藏CCUS-EGR:物模与数模
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作者 高树生 刘华勋 +4 位作者 吕伟峰 叶礼友 熊伟 朱文卿 安来志 《天然气工业》 北大核心 2025年第9期125-137,共13页
根据气体状态方程,废弃气藏注CO_(2)不仅可以实现CO_(2)埋存,还可以提高气藏采收率,CCUS-EGR的研究重点为气藏工程与数值模拟,通常采用达西渗流模型,基础物理模型缺乏实验支撑。为此,针对苏里格气田CCUS-EGR先导试验区苏东41-53井区储... 根据气体状态方程,废弃气藏注CO_(2)不仅可以实现CO_(2)埋存,还可以提高气藏采收率,CCUS-EGR的研究重点为气藏工程与数值模拟,通常采用达西渗流模型,基础物理模型缺乏实验支撑。为此,针对苏里格气田CCUS-EGR先导试验区苏东41-53井区储层物性与开发特征,运用物理模拟与数值模拟技术研究废弃气藏注CO_(2)埋存与提高采收率的动态过程,预测了CO_(2)埋存与提高气藏采收率效果。研究结果表明:①气藏废弃压力越高,相应的碳埋存量与气藏采收率提高值越大;含水饱和度越高,相应的碳埋存量与气藏采收率提高值越小。②非均质性会导致碳埋存量与采收率提高值极低;注气速度越高,突破时间越早,存在最佳注气速度;温度越高,突破时间越早,相应的碳埋存量越少,当温度低于CO_(2)临界温度时,可以大幅度提高碳埋存量,而温度对气藏采收率提高值影响较小。③建立了考虑气水两相渗流、气体间扩散效应的苏里格气田致密砂岩气藏注CO_(2)埋存与提高气藏采收率动态预测渗流模型,注CO_(2)突破时气藏采收率提高值高,受扩散效应影响,突破后还可以继续产出CH_(4),进一步提高气藏采收率,当产物中CO_(2)含量达到50%后,碳埋存量与气藏采收率增长缓慢,可作为注CO_(2)埋存与气藏提高采收率的截止条件。结论认为,通过物理模拟和数值模拟得到的新认识,不仅为该先导试验区CCUS-EGR一体化技术实施提供了理论支撑与矿场试验指导,而且对于国内不同类型气藏CCUS-EGR项目的实施也具有重要指导作用。 展开更多
关键词 鄂尔多斯盆地 苏里格气田 CCUS-EGR 致密砂岩气藏 物理模拟 数值计算 气体驱替与扩散渗流模型
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深部破裂围岩-锚杆支护时效特性及巷道长时稳定性分析
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作者 李娟娟 孟庆彬 +2 位作者 安刚健 戚振豪 宋子鸣 《中国矿业》 北大核心 2025年第9期244-256,共13页
深部巷道围岩在破裂时往往表现出明显的碎胀蠕变特征,锚网喷支护难以有效控制,导致围岩持续大变形或巷道大面积破坏,严重影响矿井的安全高效生产。深部巷道破裂围岩碎胀蠕变控制已是制约深地矿产资源安全开发的突出技术难题,为探究深部... 深部巷道围岩在破裂时往往表现出明显的碎胀蠕变特征,锚网喷支护难以有效控制,导致围岩持续大变形或巷道大面积破坏,严重影响矿井的安全高效生产。深部巷道破裂围岩碎胀蠕变控制已是制约深地矿产资源安全开发的突出技术难题,为探究深部破裂围岩锚固体的蠕变机理与锚杆的长效作用机制,基于经典的Burgers蠕变模型,通过破裂度变量引入非线性黏壶元件,表征深部破裂围岩的非线性蠕变阶段,将弹性元件表征的锚杆与其并联,构建了深部破裂围岩锚固体的非线性蠕变本构模型,选取立方体试样在最后一级应力作用下的应变-时间曲线对深部破裂围岩立方体试样蠕变本构模型进行参数辨识;采用FLAC3D开展了深部破裂围岩巷道长时稳定性模拟分析,得到了深部破裂围岩变形-支护时效特性曲线,分析了不同锚杆长度和锚杆排距情况下巷道围岩与锚杆的时效相互作用,有效证明了深部巷道围岩变形具有明显的时效性,且锚杆、锚索等支护手段可以有效限制围岩的蠕变变形,同时揭示了埋深(应力水平)和侧压力系数(应力状态)对深部破裂围岩巷道变形和锚杆长时受力的影响规律,确定了锚杆在深部巷道的适用工况,表明锚杆支护具有自身的适应性。研究成果可为解决深部破裂围岩巷道长期稳控难题提供理论依据,对深地资源安全开发具有重要的理论指导与工程应用价值。 展开更多
关键词 深部破裂围岩 蠕变本构模型 锚杆支护特征 长时稳定性 数值模拟分析
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液体火箭发动机热-声不稳定性机理及预示方法的研究进展
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作者 刘佩进 刘远哲 《火箭推进》 北大核心 2025年第3期178-197,共20页
在液体火箭发动机燃烧室内,由于声波、湍流以及非稳态热释放三者之间形成的正向反馈回路,热-声不稳定性会引发具有强破坏性的大振幅声学振荡,对发动机的稳定运行构成严重威胁,甚至可能导致灾难性后果。针对日益增长的低成本、高可靠性... 在液体火箭发动机燃烧室内,由于声波、湍流以及非稳态热释放三者之间形成的正向反馈回路,热-声不稳定性会引发具有强破坏性的大振幅声学振荡,对发动机的稳定运行构成严重威胁,甚至可能导致灾难性后果。针对日益增长的低成本、高可靠性的可重复使用发动机的研制需求,未来的先进发动机可能会面临新的热-声不稳定性问题。对液体火箭发动机背景下的热-声不稳定性研究进行了综述;系统梳理了与典型发动机结构与工况类型相关的热-声不稳定性机理;介绍了热-声不稳定性理论预示方法,包括热-声解耦后的线性方法与非线性方法;探讨了以高保真大涡模拟为代表的热-声不稳定性耦合求解方法;介绍了热-声不稳定性研究的新进展,包括数据驱动的动力系统理论与同步性理论以及AI赋能的热-声不稳定性预示方法等关键技术与科学问题。未来研究重点包括:开展发动机极端工作条件下低温推进剂的燃烧与火焰动力学行为研究;发展液体火箭发动机热-声不稳定性的非线性预示方法,进而对极限环以及触发等典型的非线性现象进行理论建模;发展高效、准确的跨/超临界流体物性计算方法,高压强湍流条件下的湍流燃烧模型,耦合大涡模拟算法的跨/超临界流体热-声不稳定性数值模拟方法;基于数据驱动的动力系统理论和同步理论分析方法,对液体火箭发动机热-声系统中典型的非周期性动力学状态进行判别,揭示非周期性热-声不稳定性的形成机制;发展AI赋能的热-声不稳定性预测方法,结合迁移学习和微调策略,解决真实发动机的小数据量难题,形成液体火箭发动机快速、有效的热-声不稳定预示方法。 展开更多
关键词 液体火箭发动机 燃烧不稳定性 数值模拟 理论建模 机器学习
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基于IAHP-EWM-SPA的煤矿地下水库利用风险评价
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作者 李建林 胡兴文 +3 位作者 张孟佼 张钰锋 李晓磊 孟亚周 《河南理工大学学报(自然科学版)》 北大核心 2025年第6期83-91,共9页
目的煤矿采空区开发利用风险的准确评价是能否建设采空区地下水库的根本依据。以鹤壁中泰矿区3个煤矿采空区为例,对其开发利用过程中存在的风险进行评价。方法首先,引入P-S-R(Pressure-State-Response)模型,构建由“地质条件风险-安全... 目的煤矿采空区开发利用风险的准确评价是能否建设采空区地下水库的根本依据。以鹤壁中泰矿区3个煤矿采空区为例,对其开发利用过程中存在的风险进行评价。方法首先,引入P-S-R(Pressure-State-Response)模型,构建由“地质条件风险-安全条件风险-储水条件风险-经济效益风险”4个准则层,共17个指标组成的煤矿采空区地下水库利用风险评价体系;其次,采用直接测量、模拟计算和间接计算等方法对指标进行量化与分级;再次,利用改进层次分析法(IAHP)与熵权法(EWM)组合赋权优化指标权重;最后,利用集对分析法(SPA),对采空区的利用风险进行分级评价。结果结果显示:在4个准则层中,权重值最大的是地质条件风险;在17个指标中,影响煤矿采空区地下水库利用风险的关键指标依次为断层个数(A1)、煤层倾角(B1)、矿井涌水量(C3)、利润(D3);33072采空区和2315采空区的利用风险等级为中风险,3201采空区的利用风险等级为高风险。结论IAHP-EWM-SPA模型为煤矿采空区地下水库开发利用风险评价提供了一种新方法。 展开更多
关键词 煤矿采空区地下水库 风险评价指标体系 组合赋权 FLAC3D+Rhino+griddle数值模拟 IAHP-EWM-SPA评价模型
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