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PIV analysis and high-speed photographic observation of cavitating flow field behind circular multi-orifice plates 被引量:3
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作者 Zhi-ping Guo Xi-huan Sun Zhi-yong Dong 《Water Science and Engineering》 EI CAS CSCD 2020年第2期145-153,共9页
Based on a self-developed hydrodynamic cavitation device with different geometric parameters for circular multi-orifice plates,turbulence characteristics of cavitating flow behind multi-orifice plates,including the ef... Based on a self-developed hydrodynamic cavitation device with different geometric parameters for circular multi-orifice plates,turbulence characteristics of cavitating flow behind multi-orifice plates,including the effects of orifice number and orifice layout on longitudinal velocity,turbulence intensity,and Reynolds stress,were measured with the particle image velocimetry(PIV)technique.Flow regimes of the cavitating flow were also observed with high-speed photography.The experimental results showed the following:(1)high-velocity multiple cavitating jets occurred behind the multi-orifice plates,and the cavitating flow fields were characterized by topological structures;(2)the longitudinal velocity at each cross-section exhibited a sawtooth-like distribution close to the multi-orifice plate,and each sawtooth indicated one jet issuing from one orifice;(3)there were similar magnitudes and forms for the longitudinal and vertical turbulence intensities at the same cross-section;(4)the variation in amplitude of Reynolds stress increased with an increase in orifice number;and(5)the cavitation clouds in the flow fields became denser with the increase in orifice number,and the clouds generated by the staggered layout of orifices were greater in number than those generated by the checkerboard-type one for the same orifice number.The experimental results can be used to analyze the mechanism of killing pathogenic microorganisms through hydrodynamic cavitation. 展开更多
关键词 Cavitating flow Circular multi-orifice plate PIV technique High-speed photography Turbulence characteristics
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Bubble coalescence efficiency near multi-orifice plate 被引量:2
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作者 Jiming Wen Qiunan Sun +1 位作者 Zhongning Sun Haifeng Gu 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2019年第8期1765-1776,共12页
Bubble coalescence reduces specific area and weakens the work performance of bubble column. The bubble coalescence near gas sparger which is caused mainly by bubble growing is different from the ones occurring in majo... Bubble coalescence reduces specific area and weakens the work performance of bubble column. The bubble coalescence near gas sparger which is caused mainly by bubble growing is different from the ones occurring in major liquid. Bubble coalescence efficiency near gas sparger is influenced by many factors including sparger configuration, gas flow rate, bubble deformation, solution composition, etc. This work has conducted a set of visual experiments to study the coalescence characteristics near multi-orifice plate. The experiment parameters cover a wide range of conditions including large scope of gas flow rate,different kinds of solution and orifice configurations. The experimental results suggest that coalescence time is applicable to reflect the influence of the pitch of orifices and gas flow rate on bubble coalescence efficiency. As the number of orifices increases, bubble coalescence efficiency is reduced by the disturbance from the bubbles at adjacent orifices. A hindering coefficient is used to consider the hindering effect of additives on bubble coalescence efficiency. Finally a new calculation expression is established to predict bubble coalescence efficiency near multi-orifice plate whose fundamental form is based on the logistic curve of binary response. The calculated values that refer to this calculation expression are well consistent with the experimental results. 展开更多
关键词 BUBBLE COLUMN BUBBLE COALESCENCE EFFICIENCY multi-orifice plate COALESCENCE time
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The effect of multi-orifice plate configuration on bubble detachment volume 被引量:1
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作者 Jiming Wen Qiunan Sun +1 位作者 Zhongning Sun Haifeng Gu 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2019年第1期72-84,共13页
The multi-orifice plate gas sparger, mainly composed of a multi-orifice plate and a gas chamber, is one of the most common sparger facilities.The aeration performance of multi-orifice plate has a close relation with t... The multi-orifice plate gas sparger, mainly composed of a multi-orifice plate and a gas chamber, is one of the most common sparger facilities.The aeration performance of multi-orifice plate has a close relation with the multiorifice plate configuration.In addition, the weeping phenomenon has a considerable influence on the gas chamber condition which affects the bubble detachment volume directly.This paper conducts a set of visual experiments to study the influence of multi-orifice configuration and gas chamber condition on the aeration performance of gas sparger.For multi-orifice plate, an improved theoretical model is proposed which considers the wave effect of the previous bubbles generated from adjacent orifices and the variance of the number of active bubbling orifice.A parameter is proposed to evaluate the aeration performance in order to overcome the difficulty caused by the randomness of bubble formation process.The experimental results suggest that the gas chamber filled with water is in favor of large bubble formation.The influence of the pitch of orifice on aeration performance can only be observed in high-restricted case.According to the theoretical model and experimental results, the influences of gas flow rate and the number of open orifices on the aeration performance are analyzed and a design criterion for the number of open orifice is proposed. 展开更多
关键词 multi-orifice plate AERATION performance BUBBLE DETACHMENT VOLUME The number of open ORIFICES
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The weeping characteristic of submerged multi-orifice plate 被引量:1
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作者 Jiming Wen Ruifeng Tian +2 位作者 Sichao Tan Qiunan Sun Haifeng Gu 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2020年第4期955-968,共14页
Weeping is an adverse phenomenon which results in higher pressure drop and poorer aeration performance.Visual experiments have been conducted to study the mechanism by which weeping impairs the work performance of mul... Weeping is an adverse phenomenon which results in higher pressure drop and poorer aeration performance.Visual experiments have been conducted to study the mechanism by which weeping impairs the work performance of multi-orifice plate.A theoretical model is improved to analyze the weeping phenomenon of multiorifice plate based on potential flow theory.The relations of different bubbling conditions and weeping rate are analyzed.Weeping condition and average weeping rate have relation with the driven pressure differential and dynamic variation of gas chamber pressure.In addition,a set of experiments are designed to study the influence of various factors on weeping rate.The bubble coalescence during bubble formation is a fatal factor determining weeping rate,so the relation between weeping rate and gas flow rate is concerned with the pitch of orifices and orifice diameter.There is a critical plate thickness which is in favor of weeping. 展开更多
关键词 WEEPING multi-orifice plate Wave pressure Gas chamber pressure
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TRIANGULAR ELEMENTS FOR REISSNER-MINDLIN PLATE
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作者 陈绍春 石东洋 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1997年第3期267-272,共6页
A general method to construct locking free Reissner-Mindlin plate elements is presented. According to this method the shear strain is replaced by its proper interpolation polynomial, which corresponds to the Kirchoff ... A general method to construct locking free Reissner-Mindlin plate elements is presented. According to this method the shear strain is replaced by its proper interpolation polynomial, which corresponds to the Kirchoff conditions at the interpolation points as the thickness of plate tends to zero, so the element is locking free. We construct two triangular elements by this method - a 3-node element and a 6-node element. The numerical results are provided. 展开更多
关键词 Reissner-Mindlin plate LOCKING triangular element
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Application of Artificial Neural Network for Analysis of Triangular Plate with Hole Considering Different Geometrical and Loading Parameters
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作者 Saket Rusia Krishna Kant Pathak 《Open Journal of Civil Engineering》 2016年第1期31-41,共11页
In this study, Artificial Neural Network has been employed for analysis of triangular plate with different geometrical and loading parameters. Plates, having different sizes of concentric holes are analyzed. Finite el... In this study, Artificial Neural Network has been employed for analysis of triangular plate with different geometrical and loading parameters. Plates, having different sizes of concentric holes are analyzed. Finite element analysis for 81 cases is carried out using ANSYS Workbench 15.0 software. Using these data of FEM analysis an Artificial Neural Network has been trained. The successfully trained network is further used for analysis of four new cases which are also validated by using ANSYS Workbench 15.0 software. 展开更多
关键词 Artificial Neural Networks Finite Element Analysis triangular plate ANSYS
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深井硐室群下大巷煤柱旋转开采巷道控制研究
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作者 鹿金龙 宗琳琳 +2 位作者 李刚 张冲 秦忠诚 《煤炭工程》 北大核心 2025年第5期36-44,共9页
针对济宁矿业安居煤矿2317工作面近邻硐室群下大巷保护煤柱受多重扰动影响安全旋转开采问题,采用理论分析、数值模拟、现场监测等方法研究得出了旋转综采工作面矿压分布规律及影响范围为68 m。研究结果表明:旋采中心区域采动应力集中与... 针对济宁矿业安居煤矿2317工作面近邻硐室群下大巷保护煤柱受多重扰动影响安全旋转开采问题,采用理论分析、数值模拟、现场监测等方法研究得出了旋转综采工作面矿压分布规律及影响范围为68 m。研究结果表明:旋采中心区域采动应力集中与液压支架反复支撑三角弧形悬板,工作面近心端应力集中程度明显高于远心端;在采动影响下硐室群发生变形破坏,覆岩应力得到缓释,形成“采动应力缓释区”;对此提出并实施了旋采期间巷道“锚网索+W钢护板”联合支护方案,超前巷道使用U型钢棚和单元支架进行加强支护。现场监测表明,该支护方案对旋转开采引起的矿压影响有较好的控制效果,工作面能够安全旋转开采。 展开更多
关键词 旋转开采 硐室群 三角弧形悬板 采动应力 支护方案
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基于板-梁理论的UHPC-钢三角形薄壁截面组合梁扭转理论及有限元模拟
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作者 张文福 周呈鑫 邵琰皓 《苏州科技大学学报(自然科学版)》 2025年第2期13-20,37,共9页
在目前的工程应用领域中,考虑到力学性能和经济效益,使UHPC-钢组合梁应用逐渐广泛。本文以悬臂UHPC-钢三角形薄壁截面组合梁为研究对象,首先基于板-梁理论研究悬臂UHPC-钢三角形薄壁截面组合梁的扭转理论,求出悬臂UHPC-钢三角形薄壁截... 在目前的工程应用领域中,考虑到力学性能和经济效益,使UHPC-钢组合梁应用逐渐广泛。本文以悬臂UHPC-钢三角形薄壁截面组合梁为研究对象,首先基于板-梁理论研究悬臂UHPC-钢三角形薄壁截面组合梁的扭转理论,求出悬臂UHPC-钢三角形薄壁截面组合梁的翘曲刚度EI_(w)和自由扭转刚度GJ_(k);再建立悬臂UHPC-钢三角形薄壁截面组合梁的能量变分模型,依据能量变分原理,结合能量变分方程,求解出悬臂UHPC-钢三角形薄壁截面组合梁扭转变形θ_(max)的理论解;最后运用有限元分析软件ANSYS,模拟12组不同尺寸的悬臂UHPC-钢三角形薄壁截面组合梁在端部施加单位集中扭矩下的最大扭转角,与板-梁理论的理论解进行对比,误差范围为1.46%~4.15%,继而证明了板-梁理论的正确性。 展开更多
关键词 板-梁理论 钢-混凝土组合梁 三角形薄壁截面 组合扭转 有限元分析
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A new theory for determining large deformation area of roof at intersection and verification analysis
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作者 WU Yi-yi GAO Yu-bing +2 位作者 MA Xiang ZHANG Xing-xing HE Man-chao 《Journal of Central South University》 2025年第2期656-677,共22页
The intersection is a widely used traffic line structure from the shallow tunnel to the deep roadway,and determining the subsidence hidden danger area of the roof is the key to its stability control.However,applying t... The intersection is a widely used traffic line structure from the shallow tunnel to the deep roadway,and determining the subsidence hidden danger area of the roof is the key to its stability control.However,applying traditional maximum equivalent span beam(MESB)theory to determine deformation range,peak point,and angle influence poses a challenge.Considering the overall structure of the intersection roof,the maximum equivalent triangular plate(METP)theory is proposed,and its geometric parameter calculation formula and deflection calculation formula are obtained.The application of the two theories in 18 models with different intersection angles,roadway types,and surrounding rock lithology is verified by numerical analysis.The results show that:1)The METP structure of the intersection roof established by the simulation results of each model successfully determined the location of the roof’s high displacement zone;2)The area comparison method of the METP theory can be reasonably explained:①The roof subsidence of the intersection decreases with the increase of the intersection angle;②The roof subsidence at the intersection of different roadway types has a rectangular type>arch type>circular type;③The roof subsidence of the intersection with weak surrounding rock is significantly larger than that of the intersection with hard surrounding rock.According to the application results of the two theories,the four advantages of the METP theory are compared and clarified in the basic assumptions,mechanical models,main viewpoints,and mechanism analysis.The large deformation inducement of the intersection roof is then explored.The J 2 peak area of the roof drives the large deformation of the area,the peak point of which is consistent with the center of gravity position of the METP.Furthermore,the change in the range of this peak is consistent with the change law of the METP’s area.Hence,this theory clarifies the large deformation area of the intersection roof,which provides a clear guiding basis for its initial support design,mid-term monitoring,and late local reinforcement. 展开更多
关键词 roadway intersection roof deformation equivalent span theory triangular plate structure numerical analysis stress partial tensor
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拱形车站渐变弧形铝板吊顶技术优化
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作者 宁兴萍 《北方建筑》 2025年第1期114-118,共5页
本文介绍了一种应用于拱形车站的弧形铝板吊顶施工技术,该技术贯穿了从设计到施工的整个生命周期。文章重点阐述了技术优化对指导现场施工的重要意义,并结合深圳市地铁16号线大运北站的实际案例,总结出一种可批量生产、安装简易的施工技... 本文介绍了一种应用于拱形车站的弧形铝板吊顶施工技术,该技术贯穿了从设计到施工的整个生命周期。文章重点阐述了技术优化对指导现场施工的重要意义,并结合深圳市地铁16号线大运北站的实际案例,总结出一种可批量生产、安装简易的施工技术,该技术在前期对施工方案进行了系统性研究和优化,确保了方案的可行性、工厂加工的精确性、现场安装的便捷性以及交付运营后的备品备件和检修更换的便利性。最终,该技术不仅满足了设计效果的要求,还有效降低了施工成本并加快了施工进度,为业内提供了借鉴和参考。 展开更多
关键词 渐变三角孔 平行四边形 模块化 弧形铝板 栓接
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高烈度区预制拼装桥梁复合减隔震体系研究
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作者 鲁传安 《城市道桥与防洪》 2025年第7期109-113,共5页
超高性能混凝土连接预制拼装小箱梁桥的板式橡胶支座在E2地震作用下会发生滑动,可能使梁体位移过大而导致落梁风险,且这一风险对于高烈度地震区而言尤为明显。为改善桥梁抗震性能,基于乌鲁木齐市东进场高架标准段4×30 m连续小箱梁... 超高性能混凝土连接预制拼装小箱梁桥的板式橡胶支座在E2地震作用下会发生滑动,可能使梁体位移过大而导致落梁风险,且这一风险对于高烈度地震区而言尤为明显。为改善桥梁抗震性能,基于乌鲁木齐市东进场高架标准段4×30 m连续小箱梁,针对性地提出了板式橡胶支座+水平叠层橡胶支座复合减隔震体系、板式橡胶支座+三角形钢阻尼器复合减隔震体系,并通过所建立的动力分析模型进行了桥梁抗震性能分析。结果表明:采用2种复合减隔震体系均能有效控制梁体位移,叠加三角形钢阻尼器的复合减隔震体系横向位移控制能力优于叠加水平橡胶支座复合减隔震体系;相对于常规板式橡胶支座体系,复合减隔震体系下部结构的地震内力响应有所增大,但仍保持在弹性范围内;2种复合减隔震体系所增加的费用对桥梁总体造价影响较小。 展开更多
关键词 高烈度地震区 板式橡胶支座 水平叠层橡胶支座 三角形钢阻尼器 复合减隔震
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Double Symplectic Eigenfunction Expansion Method of Free Vibration of Rectangular Thin Plates 被引量:7
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作者 WANG Hua Alatancang HUANG Jun-Jie 《Communications in Theoretical Physics》 SCIE CAS CSCD 2009年第12期1087-1092,共6页
The free vibration problem of rectangular thin plates is rewritten as a new upper triangular matrix differential system. For the associated operator matrix, we find that the two diagonal block operators are Hamiltonia... The free vibration problem of rectangular thin plates is rewritten as a new upper triangular matrix differential system. For the associated operator matrix, we find that the two diagonal block operators are Hamiltonian. Moreover, the existence and completeness of normed symplectic orthogonal eigenfunction systems of these two block operators are demonstrated. Based on the completeness, the general solution of the free vibration of rectangular thin plates is given by double symplectie eigenfunction expansion method. 展开更多
关键词 free vibration of rectangular thin plate double symplectic eigenfunction expansion method upper triangular matrix differential system general solution
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Development of quadrilateral spline thin plate elements using the B-net method 被引量:2
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作者 Juan Chen Chong-Jun Li 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2013年第4期567-574,共8页
The quadrilateral discrete Kirchhoff thin plate bending element DKQ is based on the isoparametric element Q8, however, the accuracy of the isoparametric quadrilateral elements will drop significantly due to mesh disto... The quadrilateral discrete Kirchhoff thin plate bending element DKQ is based on the isoparametric element Q8, however, the accuracy of the isoparametric quadrilateral elements will drop significantly due to mesh distortions. In a previous work, we constructed an 8-node quadrilateral spline element L8 using the triangular area coordinates and the B- net method, which can be insensitive to mesh distortions and possess the second order completeness in the Cartesian co- ordinates. In this paper, a thin plate spline element is devel- oped based on the spline element L8 and the refined tech- nique. Numerical examples show that the present element indeed possesses higher accuracy than the DKQ element for distorted meshes. 展开更多
关键词 Spline finite element ~ Refined quadrilateral el-ement ~ Discrete Kirchhoff plate element ~ triangular areacoordinates ~ B-net method
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The great triangular seismic region in eastern Asia:Thoughts on its dynamic context
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作者 Xianglin Gao Xiaojing Ma Xiaoli Li 《Geoscience Frontiers》 SCIE CAS 2011年第1期57-65,共9页
A huge triangle-shaped tectonic region in eastern Asia plays host to numerous major earth- quakes. The three boundaries of this region, which contains plateaus, mountains, and intermountain basins, are roughly the Him... A huge triangle-shaped tectonic region in eastern Asia plays host to numerous major earth- quakes. The three boundaries of this region, which contains plateaus, mountains, and intermountain basins, are roughly the Himalayan arc, the Tianshan-Baikal, and longitude line -105°E. Within this trian- gular region, tectonism is intense and major deformation occurs both between crustal blocks and within most of them. Outside of this region, rigid blocks move as a whole with relatively few major earthquakes and relatively weak Cenozoic deformation. On a large tectonic scale, the presence of this broad region of intraplate deformation results from dynamic interactions between the Indian, Philippine Sea-West Pacific, and Eurasian plates, as well as the influence of deep-level mantle flow. The Indian subcontinent, which continues to move northwards at -40 mm/a since its collision with Eurasia, has plunged beneath Tibet, resulting in various movements and deformations along the Himalayan arc that diffuse over a long distance into the hinterland of Asia. The northward crustal escape of Asia from the Himalayan collisional zone turns eastwards and southeastwards along 95°-100°E longitude and defines the eastern Himalayan syntaxis. At the western Himalayan syntaxis, the Pamirs continue to move into central Asia, leading to crustal deformation and earthquakes that are largely accommodated by old EW or NW trending faults in the bordering areas between China, Mongolia, and Russia, and are restricted by the stable landmass northwest of the Tianshan-Altai-Baikal region. The subduction of the Philippine and Pacific plates under the Eurasian continent has generated a very long and narrow seismic zone along trenches and island arcs in the marginal seas while imposing only slight horizontal compression on the Asian continent that does not impede the eastward motion of eastern Asia. In the third dimension, there may be southeastward deep mantle flow beneath most of Eurasia that reaches the marginal seas and may contribute to extension along the eastern margin of Eurasia. 展开更多
关键词 Eastern Asian tectonics Huge triangular seismicregion India plate Philippine Sea-WestPacific region Eurasian mantle flow
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Pressure characteristics of hydrodynamic cavitation reactor due to the combination of Venturi tubes with multi-orifice plates 被引量:3
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作者 Kai Zhang Zhi-yong Dong Rui-hao Yao 《Journal of Hydrodynamics》 SCIE EI CSCD 2018年第3期514-521,共8页
The pressure characteristics in the throats of Venturi tube and behind triangular multi-orifice plates were experimentally investigated by a pressure data acquisition system of SINOCERA-YE6263, and the effect of throa... The pressure characteristics in the throats of Venturi tube and behind triangular multi-orifice plates were experimentally investigated by a pressure data acquisition system of SINOCERA-YE6263, and the effect of throat length of Venturi tube, different geometric parameters of multi-orifice plate and their combinations on the time-averaged pressure, cavitation number, and pressure frequency spectrum, correlation function calculated by FFT were analyzed. The experimental results showed that the throat length of L/R= 40 made for improving the fluctuation energy and promoting the uniform energy distribution, appropriately decreasing the size and increasing the number of orifice could accelerate the uniform distribution of the fluctuation energy in frequency domain. In the combination reactors, the cavitation number behind multi-orifice plates was lower and the fluctuation of correlation function was more intense. 展开更多
关键词 Hydrodynamic cavitation Venturi tube triangular multi-orifice plate pressure characteristics frequency spectrum correlation function
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非规则三角排列的三圆柱噪声特性与控制
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作者 李勇 叶剑海 王成会 《航空学报》 CSCD 北大核心 2024年第23期39-57,共19页
在开口射流风洞中,采用远场麦克风阵列和粒子图像测速仪(PIV)对等直径三圆柱在不同对称/非对称排列方式下的噪声和流场进行了测试,并通过在圆柱后缘安装实心或多孔分离隔板对噪声进行了控制。实验风速U_(0)=20~50 m/s,基于圆柱直径D的... 在开口射流风洞中,采用远场麦克风阵列和粒子图像测速仪(PIV)对等直径三圆柱在不同对称/非对称排列方式下的噪声和流场进行了测试,并通过在圆柱后缘安装实心或多孔分离隔板对噪声进行了控制。实验风速U_(0)=20~50 m/s,基于圆柱直径D的雷诺数Re_(D)=2.7×10^(4)~6.8×10^(4)。噪声测试发现,对称中心排列的三圆柱总声压随中心位置圆柱2的流向位置x/H在区间(−2,+2)呈现波峰与波谷的变化。同一风速下,波峰处(x/H=−1.75)与波谷处(x/H=−1.5或+0.5)的峰值噪声最大差值可达20 dB,且圆柱2位于上游位置(x/H<0)时的波峰区间噪声水平也明显高于下游位置(x/H>0)。圆柱2沿圆柱1、3中心点等周长圆弧上布置时,三圆柱的噪声与流向布置角度变化不明显。控制研究发现,对于中心流向布置的三圆柱,在上游圆柱后缘安装合适分离隔板可以改变流场并抑制噪声。流向位置x/H=−2时,圆柱2后缘采用长度L/D=1或穿孔率σ=18.4%,L/D=2的分离隔板可降低三圆柱噪声12 dB,如继续偏转隔板到β=30°甚至可达20 dB。流向位置x/H=−2时,在圆柱1、3上安装同类型分离隔板。对于L/D=1的实心隔板,平均降噪5 dB,降噪效果不明显。L/D=2、σ=18.2%的分离隔板,随着偏转角度β增大,降噪效果逐渐增强。当偏转角度β≥20°以上时可降低噪声10 dB以上。PIV测试以及POD分析表明,实验中三圆柱布置方式下的噪声主要来自于上游圆柱涡脱落与下游表面上的涡-固干扰,分离隔板噪声抑制的机理是由于其显著抑制了上游圆柱的涡脱落,即抑制了流场中卡门涡街的形成。 展开更多
关键词 三圆柱 非规则三角排列 流-致噪声 分离隔板 PIV流场测试 麦克风噪声测试
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静态爆轰试验后带破片穿孔靶板形变恢复方法 被引量:1
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作者 张艺驰 高俊钗 张晓倩 《探测与控制学报》 CSCD 北大核心 2024年第5期34-42,共9页
针对静态爆轰试验后发生形变的靶板,提出一种新的参数化方法,在三角网格模型下解决了靶板上孔洞部分参数化形变大以及边界角度形变、面积形变和拉伸形变大的问题。该方法首先通过拟合变分隐式曲面修补孔洞,接着采用基于虚拟边界的ABF++... 针对静态爆轰试验后发生形变的靶板,提出一种新的参数化方法,在三角网格模型下解决了靶板上孔洞部分参数化形变大以及边界角度形变、面积形变和拉伸形变大的问题。该方法首先通过拟合变分隐式曲面修补孔洞,接着采用基于虚拟边界的ABF++方法进行参数化,然后根据试验前靶板的网格能量,优化整体的靶板点云,进一步减少形变,最后去除附加的修补点和虚拟边界点,得到参数化后的靶板点云。实验选取了LSCM、ABF++方法来直接对两个经典人脸三角网格模型和靶板三角网格模型及其对应带孔洞的模型进行形变恢复,并与所提方法进行了对比,实验结果表明所提方法在三个模型的外边界角度畸变、外边界面积畸变,含孔洞三个模型的内边界角度畸变、内边界面积畸变,四项指标上相较于LSCM和ABF++平均降低了31.10%、23.76%、19.60%、10.08%,因此可以更好地减少参数化曲面上的内外边界形变,为带破片穿孔的靶板提供一种有效的参数化方法。 展开更多
关键词 三角网格参数化 虚拟边界 变分隐式曲面 基于角度平展 靶板形变恢复
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轴向柱塞泵非定常空化流激振动特性
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作者 张佳晨 王佳伦 +2 位作者 汤何胜 任燕 赵申诞 《液压与气动》 北大核心 2024年第11期64-73,共10页
针对轴向柱塞泵吸排油过程发生空化带来流体激振力大,甚至造成严重的局部气蚀破坏问题,使用用户自定义函数和动网格法对柱塞泵的动态运动过程进行模拟。通过柱塞泵空化流激振动特性实验,对比分析柱塞泵空化流激振动响应特征,获取轴向柱... 针对轴向柱塞泵吸排油过程发生空化带来流体激振力大,甚至造成严重的局部气蚀破坏问题,使用用户自定义函数和动网格法对柱塞泵的动态运动过程进行模拟。通过柱塞泵空化流激振动特性实验,对比分析柱塞泵空化流激振动响应特征,获取轴向柱塞泵空化流动及其诱导振动的作用机理。结果表明:柱塞腔内气体体积分数随缸体转角变化呈周期性振荡,空化现象主要集中在泵的吸油区;当缸体转角处于吸排油交替区时,柱塞腔内压力场出现负压现象,气泡在流体射流的方向上扩散,形成明显的局部空化云;柱塞泵空化流激振动频谱与流体脉动载荷频谱重合,直接影响柱塞泵壳体振动的幅值,成为柱塞泵壳体振动响应的主要诱因。 展开更多
关键词 轴向柱塞泵 配流盘 三角槽 空化 流激振动
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基于“板-梁”理论的FGM三角形截面梁组合扭转研究
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作者 张文福 邵琰皓 《建筑钢结构进展》 CSCD 北大核心 2024年第12期62-70,共9页
三角形截面梁因其优异的力学性能,在工程领域得到了广泛应用。功能梯度材料(FGM)也因其可根据材料功能来设计材料性质单向或双向变化的特点,表现出优异的性能,具有广阔的应用前景。以FGM性质沿板件宽度变化的三角形截面悬臂梁为例,当其... 三角形截面梁因其优异的力学性能,在工程领域得到了广泛应用。功能梯度材料(FGM)也因其可根据材料功能来设计材料性质单向或双向变化的特点,表现出优异的性能,具有广阔的应用前景。以FGM性质沿板件宽度变化的三角形截面悬臂梁为例,当其受到端部集中扭矩作用时,基于“板-梁”理论及相关假设,推导了该悬臂梁组合扭转的总势能和总应变能表达式,给出了三角形截面的翘曲刚度和自由扭转刚度;建立了能量变分模型,并依据能量变分原理,进一步得到了能量微分模型,最后求解得到了三角形截面悬臂梁在端部扭矩作用下的最大扭转角表达式;采用有限元软件ANSYS建立了相应的有限元模型并进行了求解,将有限元结果与理论结果进行对比,验证了“板-梁”理论的正确性。 展开更多
关键词 功能梯度材料 三角形截面 “板-梁”理论 组合扭转
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基于板-梁理论的双轴对称三角形管翼缘工字形梁组合扭转的理论研究及有限元验证 被引量:1
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作者 张文福 钱宏琛 《新余学院学报》 2024年第2期67-79,共13页
基于板-梁理论推导双轴对称三角形管翼缘工字形悬臂梁的总应变能方程,得到梁的翘曲刚度和自由扭转刚度,然后通过外力势能和总应变能得到总势能方程。再依据能量变分模型、微分方程模型及边界条件得出悬臂梁端部最大扭转角公式,将求出的... 基于板-梁理论推导双轴对称三角形管翼缘工字形悬臂梁的总应变能方程,得到梁的翘曲刚度和自由扭转刚度,然后通过外力势能和总应变能得到总势能方程。再依据能量变分模型、微分方程模型及边界条件得出悬臂梁端部最大扭转角公式,将求出的最大扭转角与用ANSYS建立的有限元模型计算结果进行对比。结果表明,悬臂梁在端扭矩作用下的扭转角理论值与有限元值较为接近,误差最小的绝对值为2.40%,最大的绝对值为4.44%,可为工程设计提供参考。 展开更多
关键词 板-梁理论 组合扭转 三角形截面 有限元
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