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Gradient Descent-Based Prediction of Heat-Transmission Rate of Engine Oil-Based Hybrid Nanofluid over Trapezoidal and Rectangular Fins for Sustainable Energy Systems
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作者 Maddina Dinesh Kumar S.U.Mamatha +2 位作者 Khalid Masood Nehad Ali Shah Se-Jin Yook 《Computer Modeling in Engineering & Sciences》 2026年第1期627-660,共34页
Fluid dynamic research on rectangular and trapezoidal fins is aimed at increasing heat transfer by means of large surfaces.The trapezoidal cavity form is compared with its thermal and flow performance,and it is reveal... Fluid dynamic research on rectangular and trapezoidal fins is aimed at increasing heat transfer by means of large surfaces.The trapezoidal cavity form is compared with its thermal and flow performance,and it is revealed that trapezoidal fins tend to be more efficient,particularly when material optimization is critical.Motivated by the increasing need for sustainable energy management,this work analyses the thermal performance of inclined trapezoidal and rectangular porous fins utilising a unique hybrid nanofluid.The effectiveness of nanoparticles in a working fluid is primarily determined by their thermophysical properties;hence,optimising these properties can significantly improve overall performance.This study considers the dispersion of Graphene Oxide(GO)and Molybdenum Disulfide in the base fluid,engine oil.Temperature profiles are analysed by altering the radiative,porosity,wet porous,and angle of inclination parameters.Surface and contour plots are constructed by using the Lobatto IIIa Collocation Method with BVP5C solver in MATLAB and Gradient Descent Optimisation to predict the combined heat transfer rate.According to the study,fluid temperature consistently decreases when the angle of inclination,wet porous parameter,porosity parameter,and radiative parameter increase,suggesting significantly improved heat dissipation.The trapezoidal fin consistently exhibits a superior heat transfer mechanism than a rectangular fin.It is found that the trapezoidal fin transmits heat at a rate that is 0.05%higher than that of the rectangular fin.Validation of the present study is done through the comparison of previous studies.This research provides useful design insights for sophisticated engineering uses,including electrical cooling devices,heat exchangers,radiators,and solar heaters. 展开更多
关键词 rectangular fin hybrid nanofluid trapezoidal fin angle of inclination gradient descent optimization Lobatto IIIa collocation method
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Study on the effect of shape parameters and initiation points of rectangular high explosive on the spatial distribution of blast loads 被引量:2
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作者 Longkui Chen Hongyu Zhao +2 位作者 Yongliang Zhang Shenghong Huang Chunhai Li 《Acta Mechanica Sinica》 2025年第3期102-120,共19页
Rectangular explosive charges are usually used in military or civilian explosive transportation and storage.The effects of shape parameters and detonation positions on the peak overpressure and maximum impulse of blas... Rectangular explosive charges are usually used in military or civilian explosive transportation and storage.The effects of shape parameters and detonation positions on the peak overpressure and maximum impulse of blasts lack comprehensive investigation,which is significant for the design of blast-resistant structures.In this paper,the side-length ratio of the rectangle,orientation,and detonation position of the charge are chosen as controlling parameters to investigate their influence on blast loads in the scaled distances of the gauges ranging from 0.63 to 10.54 m/kg^(1/3) with well validated 3D numerical simulations.The results show that there is a large difference in the near-field spatial distribution of the blast load of the rectangular charge;if the blast load of the rectangular charge is simply evaluated with the spherical charge,the maximum peak overpressure(maximum impulse)will be underestimated by a factor of 7.46(4.84).This must be taken seriously by blast-resistant structure designers.With the increase in the scaled distance,when the critical scaled distance is greater than 6.32(7.38)m/kg^(1/3),the influence of the charge shape on the maximum peak overpressure(maximum impulse)of the spatial blast load can be ignored.In general,the impact of detonation of the charge at the end on the maximum peak overpressure is greater compared with central detonation,but for the impact of the maximum impulse,it is necessary to pay attention to the side-length ratio of the rectangular charge and the specific detonation position on the end face.Furthermore,the structural response of steel plates placed at different azimuths under the blast load of a rectangular charge is preliminarily analyzed,and the results show that the deformation and energy of the plates are consistent with the distribution of the blast load.These analysis results provide a reference for the explosion protection design in near-field air explosions. 展开更多
关键词 rectangular charge Side-length ratio DETONATION Bridge wave Spherical equivalence
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Analytical solutions of vertical load on deep rectangular jacked pipe considering tunnelling-induced ground loss 被引量:2
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作者 LI Jian-ye FANG Qian +4 位作者 LIU Xiang WANG Gan HUANG Jun DU Jian-ming ZHANG Zi-yi 《Journal of Central South University》 2025年第5期1855-1872,共18页
Determining earth pressure on jacked pipes is essential for ensuring lining safety and calculating jacking force,especially for deep-buried pipes.To better reflect the soil arching effect resulting from the excavation... Determining earth pressure on jacked pipes is essential for ensuring lining safety and calculating jacking force,especially for deep-buried pipes.To better reflect the soil arching effect resulting from the excavation of rectangular jacked pipes and the distribution of the earth pressure on jacked pipes,we present an analytical solution for predicting the vertical earth pressure on deep-buried rectangular pipe jacking tunnels,incorporating the tunnelling-induced ground loss distribution.Our proposed analytical model consists of the upper multi-layer parabolic soil arch and the lower friction arch.The key parameters(i.e.,width and height of friction arch B and height of parabolic soil arch H 1)are determined according to the existing research,and an analytical solution for K l is derived based on the distribution characteristics of the principal stress rotation angle.With consideration for the transition effect of the mechanical characteristics of the parabolic arch zone,an analytical solution for soil load transfer is derived.The prediction results of our analytical solution are compared with tests and simulation results to validate the effectiveness of the proposed analytical solution.Finally,the effects of different parameters on the soil pressure are discussed. 展开更多
关键词 rectangular pipe jacking tunnel vertical load multi-layer parabolic soil arch model soil arching
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矩形顶管顶进过程中的背土效应
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作者 刘浩 金大龙 +2 位作者 袁大军 龚子邦 刘少华 《中南大学学报(自然科学版)》 北大核心 2026年第2期708-717,共10页
针对“背土效应”问题,本文提出了一种新的背土破坏判定方法。首先,结合实际工程中的沉降监测数据,确定受背土效应影响的土体范围,并将其沿顶进方向划定为左右两侧为向上延伸的梯形区域,前缘边界为圆弧形滑裂面;然后,基于四项合理假定,... 针对“背土效应”问题,本文提出了一种新的背土破坏判定方法。首先,结合实际工程中的沉降监测数据,确定受背土效应影响的土体范围,并将其沿顶进方向划定为左右两侧为向上延伸的梯形区域,前缘边界为圆弧形滑裂面;然后,基于四项合理假定,简化背土体模型,结合矩形顶管掘进过程中的三维背土破坏力学模型,推导出破坏判定公式;第三,通过实际工程算例,开展参数敏感性分析,揭示了背土效应与顶管顶进长度、埋置深度以及土体物理力学参数之间的相互关系,给出了发生临界破坏时的摩擦因数;最后,分析了在不同地质条件下,为防止背土破坏而需满足的最小覆土厚度要求。研究结果表明:管土临界摩擦因数随管节埋深、地层黏聚力以及内摩擦角增大而增大,随顶进长度增大而减小;背土破坏中存在“临界黏聚力”,当黏聚力大于12.5 kPa时,顶管最浅埋深随顶进距离增加而减小,当黏聚力小于12.5 kPa时,则呈相反规律;无黏聚力地层中,背土体的稳定性由内摩擦角与顶进长度共同控制,且最浅埋深对顶进距离高度敏感;当顶进距离超过20 m后,最浅埋深显著增大,需通过增大覆土厚度或有效降低管土摩擦力以避免整体背土破坏。 展开更多
关键词 矩形顶管 地表隆沉 背土效应 判定方法 最浅埋深
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低压磨料空气射流喷嘴磨损特性及影响因素
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作者 张宏图 马欣悦 +3 位作者 魏建平 刘勇 叶红燕 李博涛 《煤炭学报》 北大核心 2026年第2期1325-1341,共17页
低压磨料空气射流作为新型辅助破岩技术,在2 MPa压力下通过矩形截面喷嘴实现磨料的超声速喷射,提升破岩效率。但磨料与喷嘴内壁的碰撞磨损会影响射流稳定性及效率,为明确低压磨料空气射流中结构参数对喷嘴磨损特性的影响,采用CFD-DEM耦... 低压磨料空气射流作为新型辅助破岩技术,在2 MPa压力下通过矩形截面喷嘴实现磨料的超声速喷射,提升破岩效率。但磨料与喷嘴内壁的碰撞磨损会影响射流稳定性及效率,为明确低压磨料空气射流中结构参数对喷嘴磨损特性的影响,采用CFD-DEM耦合方法,结合Archard Wear模型,对不同结构参数的拉瓦尔(Laval)矩形截面喷嘴内流体进行数值模拟,研究收敛段长度、喉部尺寸和扩张段长度对喷嘴磨损的影响。基于Box-Behnken试验设计方法构建二阶响应面模型,量化各结构参数对喷嘴磨损的显著性影响,并提出优化喷嘴结构设计。结果表明:矩形喷嘴的磨损主要集中于收敛段后端和扩张段前端,其中扩张段磨损区域呈U型分布;收敛段长度与最大磨损深度呈负相关,收敛段从10 mm增至30 mm时,磨损深度由1.25×10^(-5)mm降至2.82×10^(-6)mm,降幅达77.4%;喷嘴的最大磨损深度与喉部尺寸呈负相关,而随着喉部尺寸的增加,粒子最大射出速度先增大后减小;随着扩张段延长,喷嘴最大磨损深度先增大后缓慢减小,粒子最大射出速度逐渐增加;通过响应面分析可知,喷嘴的最大磨损深度对收敛段长度敏感度最高,扩张段长度对粒子最大射出速度影响最显著;优化后的喷嘴参数为收敛段30 mm、喉部3.12 mm×10.38 mm、扩张段157 mm,较标准喷嘴磨损深度降低68.87%,磨料粒子射出最大速度提升5.83%,实现了低磨损与高效率的平衡。 展开更多
关键词 磨料空气射流 矩形截面喷嘴 喷嘴结构 喷嘴磨损 响应面分析
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矩形液舱横波与法拉第波共振的数值模拟
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作者 谭志荣 赵修叁 +1 位作者 朱汉华 王斌 《舰船科学技术》 北大核心 2026年第1期19-26,共8页
为研究液舱受不同自由度方向激励下的晃荡行为,以矩形液舱为研究对象,开展了横波和法拉第纵波激励下的晃荡研究。为此建立了基于计算流体力学的数值模型,依次分析了液舱在围绕一阶共振的系列横波激励及3种不稳定模式的纵波频率下波面幅... 为研究液舱受不同自由度方向激励下的晃荡行为,以矩形液舱为研究对象,开展了横波和法拉第纵波激励下的晃荡研究。为此建立了基于计算流体力学的数值模型,依次分析了液舱在围绕一阶共振的系列横波激励及3种不稳定模式的纵波频率下波面幅值与舱壁压强的变化特点,并进行时-频域的综合分析。结果显示,随着横波激励接近晃荡中心,非线性作用愈加显著,压力频谱向低阶自耦区转移并参与更多非线性效应。而对于纵波激励,液舱对谐波和超谐波激励不敏感,在法拉第次谐波激励下,液舱随时间累积产生强烈晃荡,并激发出一阶模态的主参数晃荡。在主参数晃荡的影响下,二阶压力频谱在自耦合区表现出强烈的非线性特征,并叠加生成了四阶频的成分。 展开更多
关键词 矩形液舱 法拉第波 一阶横波共振 Morlet小波变换 小波二阶相干谱
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Flexural Nonlinear Natural Frequency Analysis of Rotational Functionally Graded Sandwich Rectangular Plates with Uniform and Inhomogeneous Pore Distributions in Thermal Environments
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作者 Dazhi Zhang Yongqiang Li 《Acta Mechanica Solida Sinica》 2025年第4期664-676,共13页
This study investigates the nonlinear dynamic properties of rotating functionally graded sandwich rectangular plates in a thermal environment.The nonlinear vibration equations for a rotating metal-ceramic functionally... This study investigates the nonlinear dynamic properties of rotating functionally graded sandwich rectangular plates in a thermal environment.The nonlinear vibration equations for a rotating metal-ceramic functionally graded sandwich rectangular plate in a thermal environment are derived using classical thin plate theory and Hamilton’s principle,considering geometric nonlinearity,temperature-dependent material properties,and power law distribution of components through the thickness.With cantilever boundary conditions,the flexural nonlinear differential equations of the rectangular sandwich plate are obtained via the Galerkin method.Since the natural vibration differential equations exhibit nonlinear characteristics,the multiscale method is employed to derive the expression for nonlinear natural frequency.An example analysis reveals how the natural frequency of a functionally graded sandwich rectangular plate varies with rotational speed and temperature.Results show that the nonlinear/linear frequency ratio increases with rotational angular velocity Ω and thickness-to-length ratio h/a,follows a cosine-like periodic pattern with the setting angle,and shows a sharp decrease followed by a rapid increase with increasing width-to-length ratio b/a.The derived analytical solutions for nonlinear frequency provide valuable insights for assessing the dynamic characteristics of functionally graded structures. 展开更多
关键词 rectangular plate SANDWICH Functionally graded material Nonlinear natural frequency Rotational motion
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Experimental and Numerical Study on Flow and Heat Transfer Characteristics in Rectangular Channels with Leaf-Shaped Pin Fins
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作者 Chao Zhang Runze Yan +2 位作者 Honghui Li Qingheng Tang Qinghai Zhao 《Frontiers in Heat and Mass Transfer》 2025年第2期421-440,共20页
The growing need for enhanced heat dissipation is compelling the development of more effective heat exchangers.Innovation inspired by nature bionics,four types of leaf-shaped pin fins were proposed and four combinatio... The growing need for enhanced heat dissipation is compelling the development of more effective heat exchangers.Innovation inspired by nature bionics,four types of leaf-shaped pin fins were proposed and four combinations of them were considered.The leaf-shaped design of the cooling pin fin enhances uniformity and synergy,effectively creating an optimized flow path that boosts cooling performance.Eight three-dimensional conjugate heat transfer models in staggered arrangement were developed using ANSYS-Fluent software.Aluminum6061material was used as the heat sinkmaterial and single-phase liquid water flowed through the rectangular channel where the Reynolds(R_(e))number varies from 40 to 100.Using the same boundary conditions as the software simulations,two leaf-shaped channels were printed to validate numerical models.Velocity field and temperature differences of the eight proposed leaf-shaped pin fins configurations were discussed by comparison with cylindrical pin fins.Based on the findings of this study,at a Reynolds number of 80,the Leaf B Staggered Array(LBSA)records a maximum temperature that is 0.72 K lower than that of the cylindrical pin fins arrangement.Additionally,the LBSA exhibits a reduction in the friction factor by approximately 33.3%relative to the circular pin fins array under the same R_(e).This implies that the design of LBSA has been optimized to provide better heat dissipation performance while maintaining lower energy consumption.Furthermore,the LBSA demonstrates the most favorable thermal-hydraulic performance index(TPI),which is 1.18 times higher than that of the circular pin fins arrangement at R_(e)=80.The temperature reduction and friction factor reduction of the lobed channel is more pronounced than that of the conventional cooling channel,highlighting its potential to increase heat transfer efficiency and reduce energy consumption in practical applications. 展开更多
关键词 Heat transfer enhancement leaf-shaped pin fins rectangular channel single-phase heat transfer staggered arrangement
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矩形柱气动性能的雷诺数效应及其流动机理
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作者 杜晓庆 刘辰泽 朱红玉 《湖南大学学报(自然科学版)》 北大核心 2026年第3期165-173,共9页
大长细比矩形截面柱广泛应用于超高层建筑和大跨度桥梁等风敏感结构.以宽高比B/D=1/3~6的矩形柱为研究对象,基于二维层流模型和三维大涡模拟湍流模型,在雷诺数Re=100~120000范围内,研究了矩形柱的平均阻力系数(C_(D))、斯托罗哈数(St)... 大长细比矩形截面柱广泛应用于超高层建筑和大跨度桥梁等风敏感结构.以宽高比B/D=1/3~6的矩形柱为研究对象,基于二维层流模型和三维大涡模拟湍流模型,在雷诺数Re=100~120000范围内,研究了矩形柱的平均阻力系数(C_(D))、斯托罗哈数(St)和平均风压系数(C_(p))等气动性能的雷诺数效应及其绕流场的演变规律.结果表明,在本研究的宽高比和雷诺数范围内,矩形柱绕流特征可按宽高比分为三类.当B/D<2.5时,分离剪切层无再附现象,绕流场的转捩现象发生在Re=100~250;当雷诺数进一步增大后,矩形柱背风面负压强度增加,导致C_(D)增大.当2.5<B/D≤6时,分离剪切层出现再附现象,流动转捩现象发生在Re=500~1000,C_(D)和St也存在显著的雷诺数效应;而当Re≥1000时,二者的雷诺数效应不明显.值得注意的是,对于B/D=2.5,当250≤Re≤500时,分离剪切层会发生再附,尾流长度随着雷诺数的增大而减小;而当Re≥1000时,剪切层再附现象消失,尾流长度明显增加. 展开更多
关键词 矩形柱 气动性能 流场结构 雷诺数 宽高比
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4:1矩形柱绕流的风攻角和雷诺数效应
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作者 杜晓庆 徐离 朱红玉 《力学学报》 北大核心 2026年第1期73-82,共10页
以宽高比为4:1的矩形柱为对象,采用大涡模拟(LES)方法,在风攻角α=0°~12°、雷诺数Re=100~120000范围内,研究了风攻角α和雷诺数Re联合作用对矩形柱的表面风压、气动力和Strouhal数等气动性能的影响规律,探究了绕流场流态和转... 以宽高比为4:1的矩形柱为对象,采用大涡模拟(LES)方法,在风攻角α=0°~12°、雷诺数Re=100~120000范围内,研究了风攻角α和雷诺数Re联合作用对矩形柱的表面风压、气动力和Strouhal数等气动性能的影响规律,探究了绕流场流态和转捩点位置的演变过程.结果表明,随着风攻角的增加,平均阻力系数逐渐增大,脉动升力系数先增大后减小,而Strouhal数的变化较为复杂;气动力系数在100≤Re≤1000之间变化剧烈,而在1000<Re≤120000之间则变化较小.随着风攻角和雷诺数的增加,矩形柱上壁面会依次呈现“后角分离”、“分离再附”和“前角分离”3种流态,下壁面则表现为“后角分离”和“分离再附”两种流态,流态的变化伴随表面风压、气动力和Strouhal数的突变.随着雷诺数的增大,矩形柱绕流场会出现层流、尾流转捩和剪切层转捩等流动现象,而风攻角会影响发生流动转捩的临界雷诺数;当Re=100,所有攻角的矩形柱绕流均为层流;当Re=250,随着风攻角的增加,流动依次出现层流涡脱、尾流转捩和剪切层转捩;当Re=500,α=0°时流场发生尾流转捩,而当α≥3°时则均为剪切层转捩;当Re≥1000,所有攻角均发生剪切层转捩现象. 展开更多
关键词 矩形柱 雷诺数 风攻角 气动性能 流场结构
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从“围桌”到“圆桌”:圆桌教学法在高校课堂的纠偏与实践
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作者 田薇 王方田 +2 位作者 阎国华 陈琦 翟石磊 《煤炭高等教育》 2026年第1期99-106,共8页
教学方法创新是推动高等教育质量提升的关键途径。圆桌教学法改变高校传统秧田式教室布局,采用圆桌式分组方式,旨在实现多维交互的教学效果。其核心理念在于促进学生积极参与专业课程的探索与学习,创设平等、合作、互动的教学环境,推动... 教学方法创新是推动高等教育质量提升的关键途径。圆桌教学法改变高校传统秧田式教室布局,采用圆桌式分组方式,旨在实现多维交互的教学效果。其核心理念在于促进学生积极参与专业课程的探索与学习,创设平等、合作、互动的教学环境,推动生生、师生之间的建设性对话。然而,在当前高校教学实践中,对圆桌教学法内涵的理解仍存在偏差,部分高校将其简化为围在圆桌前开展教学。这种形式与内涵的脱节,是对圆桌教学法本质和目标的狭隘化解读,容易使学生陷入浅层学习的困境。针对高校出现的“围桌现象”,有必要明确圆桌教学法的内涵,剖析其实践中存在的问题,并探索其有效实践路径,从而推动圆桌教学法在高校课堂中的有效应用,显著提升课程教学效果,助力拔尖创新人才培养。 展开更多
关键词 圆桌教学 围桌现象 高校课堂 多维交互 教学实践
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Failure mechanism and damage constitutive model of rectangular tunnels under water-rich condition
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作者 Banquan Zeng Jianhang Chen +5 位作者 Wuyan Xu Xiaoyong An Shiji Wang Songsong Hu Kun Wang Yu Chen 《International Journal of Mining Science and Technology》 2025年第12期2245-2264,共20页
To investigate groundwater influence on stability and rockburst mechanism of deep hard-rock rectangular tunnels,water-immersed treatment and uniaxial compressive acoustic emission(AE)experiments were conducted on rect... To investigate groundwater influence on stability and rockburst mechanism of deep hard-rock rectangular tunnels,water-immersed treatment and uniaxial compressive acoustic emission(AE)experiments were conducted on rectangular tunnel specimens.Energy dissipation characteristics,AE evolution characteristics and damage evolution characteristics of rectangular tunnels were analysed under waterimmersed condition.Under water-immersed condition,tunnel specimens were quite sensitive to water.Average peak stress and average peak strain energy exhibited negative exponential decay with waterimmersed time.Among them,after 12 d of water immersion,average peak stress of specimens decreased by 28%.Average total strain energy decreased by 70%.Average elastic strain energy decreased by 71%and average dissipated strain energy decreased by 68%.After 62 d of water immersion,average peak stress of specimens decreased by 34%.Average total strain energy decreased by 78%.Average elastic strain energy decreased by 79%and average dissipated strain energy decreased by 75%.Water weakened bonding among mineral particles.Moreover,it undermined load-bearing capacity and diminished energystorage properties.Under high stress,massive releasable elastic strain energy stored in natural specimens within pre-peak stage may abruptly release after peak stress.This caused rapid crack development and connection in specimens.During accumulation and release of elastic strain energy,initial failure typically occurred at sidewalls.This failure location was not affected by water.Compared with natural specimens,Specimens immersed in water for 62 d had the lowest peak values of cumulative amplitude,cumulative AE energy and cumulative AE count.After 62 d of water immersion,peak values of cumulative amplitude,cumulative AE energy and cumulative AE count of specimens decreased by 84%,97%and 99%.Compared with AE damage model,fitting degree of energy damage model was higher.For natural specimens,fitting degree of energy damage model was 0.96.For specimens immersed in water for 12 d,fitting degree of energy damage model was 0.96.For specimens immersed in water for 62 d,fitting degree of energy damage model was 0.72.Therefore,an energy damage model had more remarkable applicability and reliability.By establishing dynamic mapping relationship between energy and damage in the model,accuracy of rockburst early warning has been significantly improved.This provided scientific basis for support structure design of rectangular tunnels and regulation of high strain energy. 展开更多
关键词 rectangular tunnels Energy dissipation characteristics Evolution characteristics of AE signals Damage evolution characteristics Energy damage model
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Thermo-Hydraulic Performances of Microchannel Heat Sinks with Different Types of Perforated Rectangular Blocks
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作者 Heng Zhao Honghua Ma +4 位作者 Hui Liu Xiang Yan Huaqing Yu Yongjun Xiao Xiao Xiao 《Fluid Dynamics & Materials Processing》 2025年第1期87-105,共19页
The behavior of single-phase flow and conjugate heat transfer in micro-channel heat sinks(MCHS)subjected to auniform heat flux is investigated by means of numerical simulations.Various geometrical configurations areex... The behavior of single-phase flow and conjugate heat transfer in micro-channel heat sinks(MCHS)subjected to auniform heat flux is investigated by means of numerical simulations.Various geometrical configurations areexamined,particularly,the combinations of rectangular solid and perforated blocks,used to create a disturbancein the flow.The analysis focuses on several key aspects and related metrics,including the temperature distribution,the mean Fanning friction factor,the pressure drop,the Nusselt number,and the overall heat transfer coefficientacross a range of Reynolds numbers(80–870).It is shown that the introduction of such blocks significantlyenhances the heat transfer performances of the MCHS compared to the straight-through flow channel.Specifically,a case is found where the Nusselt number increases by 2.3 times relative to the reference case.The integrationof perforated blocks facilitates the generation of vorticity within the channel,promoting the mixing of coldand hot fluids.Notably,MCHS incorporating perforated rectangular blocks exhibit more pronounced heat transferbenefits at Reynolds numbers smaller than 400. 展开更多
关键词 Micro-channel heat sink(MCHS) perforated rectangular blocks thermal performance convection heat transfer
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矩形平面办公建筑碳排放规律初探
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作者 顾震弘 李彦甫 司徒瑞麒 《建筑与文化》 2026年第3期29-31,共3页
为解决公共建筑设计初期碳排放量化难题,文章针对传统方法时效性低、动态分析缺乏的问题,构建了基于参数化建模(Rhino/Grasshopper)的快速碳估算体系,建立了结构构件级隐含碳模型和形态参数化运行碳模型,突破传统LCA对后期数据的依赖。... 为解决公共建筑设计初期碳排放量化难题,文章针对传统方法时效性低、动态分析缺乏的问题,构建了基于参数化建模(Rhino/Grasshopper)的快速碳估算体系,建立了结构构件级隐含碳模型和形态参数化运行碳模型,突破传统LCA对后期数据的依赖。通过30组方案分析发现,隐含碳随长宽比非线性变化,16∶16正方形平面同层最低,运行碳则随长宽比增大持续上升,窄长平面能耗更优。层数增加会引发隐含碳非线性加速增长,主要因荷载累积使构件截面扩大。本研究首次建立“隐含碳—运行碳”动态耦合模型,揭示单一参数优化可能导致碳排放此消彼长。提出分级策略:低层优选长宽比4∶16~7.11∶16,高层采用16∶16方形平面抑制材料激增。 展开更多
关键词 办公建筑 矩形平面 建筑碳排放 隐含碳 运行碳
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基于STNSRP扰动降尺度的太湖流域未来降雨预测 被引量:1
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作者 蒋飞卿 朱易青 +5 位作者 朱超 陈宇飞 夏翔 牛智星 嵇海祥 王赠安 《水资源保护》 北大核心 2026年第1期173-183,共11页
针对当前统计降尺度方法在模拟极端降雨时的不足,将不确定性估计与降尺度结合,采用多站点Neyman-Scott矩形脉冲(STNSRP)模型,引入基于全球气候模式的扰动变化因子,开发了针对极端降雨的STNSRP扰动降尺度模型,据此预测了2026—2100年太... 针对当前统计降尺度方法在模拟极端降雨时的不足,将不确定性估计与降尺度结合,采用多站点Neyman-Scott矩形脉冲(STNSRP)模型,引入基于全球气候模式的扰动变化因子,开发了针对极端降雨的STNSRP扰动降尺度模型,据此预测了2026—2100年太湖流域的降雨。结果表明:STNSRP扰动降尺度模型采用随机点过程模拟降雨,有效模拟了降雨的极端特征,并提高了模拟精度,其模拟效果优于传统Delta法和Neyman-Scott矩形脉冲扰动降尺度模型;太湖流域2026—2100年年降水量呈增加趋势,增幅约为0.939 mm/a;汛期降水量大部分时间增加,且增加幅度随近期、中期、远期的时间推移而增大,而1月和10—11月的降水量将减少;西部山区未来降水量增幅大于东部平原区,浙西区大于湖西区;太湖流域降雨将趋于集中化,极端降雨强度和频率均有所增加;太湖流域未来水旱灾害防御中应着重加强防洪排涝工程体系建设,科学优化水库调度与水资源配置策略,健全极端天气下的应急响应机制。 展开更多
关键词 降雨预测 极端降雨 GCM降尺度 多站点Neyman-Scott矩形脉冲模型 扰动降尺度模型 太湖流域
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Finite-difference calculation of traveltimes based on rectangular grid 被引量:12
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作者 李振春 刘玉莲 +2 位作者 张建磊 马在田 王华忠 《地震学报》 CSCD 北大核心 2004年第6期644-650,共7页
To the most of velocity fields, the traveltimes of the first break that seismic waves propagate along rays can be computed on a 2-D or 3-D numerical grid by finite-difference extrapolation. Under ensuring accuracy, to... To the most of velocity fields, the traveltimes of the first break that seismic waves propagate along rays can be computed on a 2-D or 3-D numerical grid by finite-difference extrapolation. Under ensuring accuracy, to improve calculating efficiency and adaptability, the calculation method of first-arrival traveltime of finite-difference is de- rived based on any rectangular grid and a local plane wavefront approximation. In addition, head waves and scat- tering waves are properly treated and shadow and caustic zones cannot be encountered, which appear in traditional ray-tracing. The testes of two simple models and the complex Marmousi model show that the method has higher accuracy and adaptability to complex structure with strong vertical and lateral velocity variation, and Kirchhoff prestack depth migration based on this method can basically achieve the position imaging effects of wave equation prestack depth migration in major structures and targets. Because of not taking account of the later arrivals energy, the effect of its amplitude preservation is worse than that by wave equation method, but its computing efficiency is higher than that by total Green′s function method and wave equation method. 展开更多
关键词 有限差分 程函方程 初至走时 矩形网格 Kirchhoff法叠前深度偏移 MARMOUSI模型
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局部变形窄矩形流道内环状流液膜特性实验研究
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作者 蒋隆涛 任全耀 +6 位作者 陈铠东 蒲曾坪 肖毅 李垣明 王阳阳 刘海东 张航旗 《核动力工程》 北大核心 2026年第2期17-25,共9页
为探究局部变形对窄矩形流道环状流液膜稳定性的影响,基于自主开发的液膜厚度传感器,构建了含球形/枕形变形的实验流道,系统开展了不同气液流速液膜波动特性研究,评价了局部变形对液膜特性的影响。结果表明:枕形变形因尖锐边缘导致流动... 为探究局部变形对窄矩形流道环状流液膜稳定性的影响,基于自主开发的液膜厚度传感器,构建了含球形/枕形变形的实验流道,系统开展了不同气液流速液膜波动特性研究,评价了局部变形对液膜特性的影响。结果表明:枕形变形因尖锐边缘导致流动分离点前移,下游涡流区扩展至变形高度的5倍,液膜剥离速率较球形变形提升100%,主频显著向低频迁移;液膜厚度随气液流速比(J_(g)/J_(l))呈非线性衰减,当J_(g)/J_(l)大于50时,液膜稳定性丧失,厚度骤降至10μm左右;并揭示了剪切应力集中与能量耗散率对液膜破裂的协同作用,表明几何突变通过重构流场压力梯度与湍动能分布加剧液膜失稳;进一步表明局部变形高度对液膜稳定性有显著影响,变形高度增加会显著强化湍动能耗散及剪切应力集中效应,加剧液膜失稳;揭示了流道几何畸变与气液竞争机制的耦合作用规律。 展开更多
关键词 环状流液膜 窄矩形流道 局部变形 扰动波
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基于局部特征非均匀提取的全景图像质量评价
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作者 贺斌 冯晨曦 +2 位作者 钟微 叶龙 张勤 《计算机应用与软件》 北大核心 2026年第3期189-196,共8页
针对现有全景图像质量评价模型观察空间和表示空间一致性缺失、局部质量融合能力受限等问题,提出基于局部特征非均匀提取的全景图像质量评价算法。该算法充分考虑人类视觉系统及全景图像投影特性,在特征域而非图像域设计细粒度、非均匀... 针对现有全景图像质量评价模型观察空间和表示空间一致性缺失、局部质量融合能力受限等问题,提出基于局部特征非均匀提取的全景图像质量评价算法。该算法充分考虑人类视觉系统及全景图像投影特性,在特征域而非图像域设计细粒度、非均匀的局部特征提取策略;同时基于自注意力机制,在全局视角下统筹考虑整体感知质量对不同局部区域的依赖程度,有效聚合了各区域的局部感知特征。在全景图像数据集CVIQ、LIVE 3D VR和MAVQD上的实验结果表明,该算法性能优于现有全景图像质量评价算法,且所采用的不同模块均具有有效性。 展开更多
关键词 全景图像 无参考图像质量评价 人类视觉特性 等距柱状投影
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基于能量的矩形闭合型地下连续墙基础抵抗土体液化性能分析
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作者 李艳 吴九江 +2 位作者 程谦恭 张建磊 彭涛 《兰州大学学报(自然科学版)》 北大核心 2026年第1期103-108,共6页
基于可液化土体中能量耗散与超孔隙水压力均为土颗粒结构重新排列的事实,提出一种基于阿里亚斯强度的能量分析方法.利用该方法结合多组地震作用下的矩形闭合型地下连续墙基础的离心机振动台试验结果,对矩形闭合型地下连续墙基础抵抗土... 基于可液化土体中能量耗散与超孔隙水压力均为土颗粒结构重新排列的事实,提出一种基于阿里亚斯强度的能量分析方法.利用该方法结合多组地震作用下的矩形闭合型地下连续墙基础的离心机振动台试验结果,对矩形闭合型地下连续墙基础抵抗土体液化的性能进行分析.结果表明,基于阿里亚斯强度的能量方法能够很好地描述土体液化场地中超孔隙水压力的产生和演化规律,参数β代表了侧向约束条件的影响.由于矩形闭合型地下连续墙对所围束的土体(土芯)的侧向限制作用,土芯内的土体需要更多能量才能达到液化条件. 展开更多
关键词 地震液化 矩形闭合型地下连续墙 离心机振动台试验 阿里亚斯强度
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牵引钩可隐藏式球形颊面管与方形颊面管的临床性能对比研究
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作者 李思朗 张玲 +5 位作者 崔孟雅 钟庭进 陈子炀 宋文璐 韩玉 吉利 《华西口腔医学杂志》 北大核心 2026年第1期48-53,共6页
目的综合比较牵引钩可隐藏式球形颊面管(球隐颊面管)与方形颊面管在患者舒适度、颊部黏膜损伤发生率、牙周健康指数及临床脱落率等方面的差异,为临床应用提供依据。方法纳入30例受试者,采用分口设计,将受试者口腔两侧随机分配,分别粘接... 目的综合比较牵引钩可隐藏式球形颊面管(球隐颊面管)与方形颊面管在患者舒适度、颊部黏膜损伤发生率、牙周健康指数及临床脱落率等方面的差异,为临床应用提供依据。方法纳入30例受试者,采用分口设计,将受试者口腔两侧随机分配,分别粘接方形颊面管(A组)与球隐颊面管(B组)。收集并记录矫治过程中2组患者的疼痛评分、溃疡情况和第一磨牙颊面管的脱落情况,并评估2组患者矫治前(T0)、颊面管粘接30 d(T1)时第一磨牙的菌斑指数(PLI)、牙龈指数(GI)及龈沟出血指数(SBI)。结果A组疼痛评分显著高于B组(Z=-5.231,P<0.001),86.7%患者报告中度及以上疼痛,而B组90.0%为轻度疼痛。A组溃疡发生率(76.7%)显著高于B组(3.3%)(Z=-4.508,P<0.001)。治疗后2组牙周指数均较治疗前显著增加(P<0.05),但A组PLI、GI、SBI的增长幅度均显著大于B组(P<0.001)。A组颊面管脱落率(26.7%)显著高于B组(8.3%)(P<0.001)。结论球隐颊面管在提升患者舒适度、降低黏膜损伤发生率和临床脱落率及维护牙周健康等方面的临床性能均显著优于传统方形颊面管,能为患者提供更为舒适且健康的正畸治疗体验。 展开更多
关键词 球形颊面管 方形颊面管 舒适度 牙周健康 脱落率
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