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变形壁面湍流流场的谱方法 被引量:1
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作者 黄乐萍 范宝春 +1 位作者 梅栋杰 董刚 《南京理工大学学报》 EI CAS CSCD 北大核心 2012年第2期245-249,共5页
为了获得高精度变形壁面湍流流场,该文采用纳维-斯托克斯方程的时间分步法和贴体坐标的基本原理,推导出一种求解变形壁面湍流流场的谱方法。以行波壁及反向控制壁面为算例,对变形壁面控制的槽道湍流进行了数值模拟,建立了槽道湍流数据... 为了获得高精度变形壁面湍流流场,该文采用纳维-斯托克斯方程的时间分步法和贴体坐标的基本原理,推导出一种求解变形壁面湍流流场的谱方法。以行波壁及反向控制壁面为算例,对变形壁面控制的槽道湍流进行了数值模拟,建立了槽道湍流数据库。分析了控制前后流场中的速度和近壁涡结构的变化情况。结果表明,谱方法可用于模拟变形壁面的湍流流场,且具有较高的精度:采用行波壁面和反向控制壁可以抑制壁湍流,实现减阻。 展开更多
关键词 湍流 直接数值模拟 谱方法 贴体坐标 变形壁面
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水下航行器壁面仿生自适应变形的减阻研究
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作者 唐俊 李佳勇 孙鑫淼 《船舶力学》 EI CSCD 北大核心 2024年第9期1328-1338,共11页
海豚等齿鲸亚目类动物具有高速游动能力,是水下仿生减阻的重要研究对象。本文根据海豚皮肤结构及自适应变形等特性进行工程尺度的仿生研究,设计一种以壁面边界层法向速度为输入信号的壁面变形运动控制方程,并通过动网格技术仿真模拟得... 海豚等齿鲸亚目类动物具有高速游动能力,是水下仿生减阻的重要研究对象。本文根据海豚皮肤结构及自适应变形等特性进行工程尺度的仿生研究,设计一种以壁面边界层法向速度为输入信号的壁面变形运动控制方程,并通过动网格技术仿真模拟得到变形壁面的减阻性能。研究结果表明,在0.5~10m/s流速下变形壁面最优摩擦阻力减阻率为19.24%,最优总阻力减阻率为6.4%。施加仿生控制后壁面湍流边界层厚度有所增加,表面摩擦阻力减小,流场湍动能降低。将该仿生变形壁面应用于无附体SUBOFF潜艇模型表面开展减阻设计,在3.045~8.231m/s的速度范围内,潜艇总阻力减阻率均大于8.0%。 展开更多
关键词 海豚皮肤 仿生 变形壁面 减阻
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变形和运动壁面对双马赫反射影响的数值研究
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作者 焦玉超 《应用力学学报》 CAS CSCD 北大核心 2023年第3期671-678,共8页
采用数值模拟的方法,讨论和对比了平壁面、固定波形壁面和运动波形壁面上的双马赫反射中的激波结构和流场特点。计算结果表明,固定和运动波形壁面对气流的压缩效应使其在壁面处加速和减速时马赫杆发生明显的变形和卷曲。壁面的压缩在波... 采用数值模拟的方法,讨论和对比了平壁面、固定波形壁面和运动波形壁面上的双马赫反射中的激波结构和流场特点。计算结果表明,固定和运动波形壁面对气流的压缩效应使其在壁面处加速和减速时马赫杆发生明显的变形和卷曲。壁面的压缩在波后会产生曲面激波和脱体激波,使得上游流场中的激波相互作用更为复杂。与平壁面相比,固定波形壁上的压力和密度明显升高,而运动波形壁上的压力和密度随运动频率的增加而减弱。 展开更多
关键词 双马赫反射 变形壁面 运动壁面
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基于壁面主动变形的湍流减阻控制研究 被引量:7
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作者 葛铭纬 许春晓 +1 位作者 黄伟希 崔桂香 《力学学报》 EI CSCD 北大核心 2012年第4期653-663,共11页
采用谱方法,对反向控制下壁面主动变形的槽道湍流进行了直接数值模拟研究.结果表明,在壁面最大变形量小于5倍黏性尺度条件下,压差阻力可略,摩擦阻力降低7.6%.施加控制后,湍流强度和雷诺应力受到明显抑制,平均速度剖面对数区上移.受壁面... 采用谱方法,对反向控制下壁面主动变形的槽道湍流进行了直接数值模拟研究.结果表明,在壁面最大变形量小于5倍黏性尺度条件下,压差阻力可略,摩擦阻力降低7.6%.施加控制后,湍流强度和雷诺应力受到明显抑制,平均速度剖面对数区上移.受壁面法向运动的影响,条带结构强度减弱、尺度变大;流向涡外移且强度减弱,其倾斜和抬起的角度均有不同程度的减小.壁面变形呈现流向拉长的凹槽结构,其平均间距为90倍黏性尺度. 展开更多
关键词 槽道湍流 直接数值模拟 反向控制 壁面变形 湍流减阻
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基于CEL不同角度超声空化微射流冲击的仿真分析 被引量:6
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作者 叶林征 祝锡晶 +1 位作者 王建青 张乐林 《振动与冲击》 EI CSCD 北大核心 2016年第16期130-134,157,共6页
为探究超声珩磨中不同角度空化微射流冲击下壁面特性的变化,应用耦合欧拉-拉格朗日(CEL)方法建立了超声空化微射流冲击壁面模型,并进行了数值仿真。结果表明:壁面在微射流冲击下出现微型凹坑,最大坑深可达0.11μm;微射流背侧的侧向射流... 为探究超声珩磨中不同角度空化微射流冲击下壁面特性的变化,应用耦合欧拉-拉格朗日(CEL)方法建立了超声空化微射流冲击壁面模型,并进行了数值仿真。结果表明:壁面在微射流冲击下出现微型凹坑,最大坑深可达0.11μm;微射流背侧的侧向射流速度较前侧低,且微射流背侧压强、凹坑深度、等效应变均大于前侧;随冲击角度的增大,壁面压强、凹坑深度及等效应变均先略有增大随后减小,特别是冲击角度为15°的微射流冲击效应最强。大量微射流冲击壁面,有利于超声珩磨中材料的去除。 展开更多
关键词 超声空化 微射流冲击 不同角度 壁面变形
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Theoretical analysis on the deformation characteristics of coal wall in a longwall top coal caving face 被引量:5
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作者 Bai Qingsheng Tu Shihao +1 位作者 Li Zhaoxin Tu Hongsheng 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第2期199-204,共6页
Against the background of analyzing coal wall stability in 14101 fully mechanized longwall top coal caving face in Majialiang coal mine,based on the torque equilibrium of the coal wall,shield support and the roof stra... Against the background of analyzing coal wall stability in 14101 fully mechanized longwall top coal caving face in Majialiang coal mine,based on the torque equilibrium of the coal wall,shield support and the roof strata,an elastic mechanics model was established to calculate the stress applied on the coal wall.The displacement method was used to obtain the stress and deformation distributions of the coal wall.This study also researched the influence of support resistance,protective pressure to the coal wall,fracture position of the main roof and mining height on the coal wall deformation.The following conclusions are drawn:(1) The shorter the distance from the longwall face,the greater the vertical compressive stress and horizontal tensile stress borne by the coal wall.The coal wall is prone to failure in the form of compressive-shear and tension;(2) With increasing support resistance,the revolution angle of the main roof decreases linearly.As the support resistance and protective force supplied by the face guard increases,the maximum deformation of the coal wall decreases linearly;(3) As the face approaches the fracture position of the main roof,coal wall horizontal deformation increases significantly,and the coal wall is prone to instability;and(4) The best mining height of 14101 longwall face is 3.0 m. 展开更多
关键词 Longwall top coal caving face Coal wall deformation Torque equilibrium Displacement method Parametric analysis
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Influence of bluff body shape on wall pressure distribution in vortex flowmeter 被引量:3
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作者 孙志强 李志勇 +1 位作者 蒋赟 周宏亮 《Journal of Central South University》 SCIE EI CAS 2013年第3期724-729,共6页
To investigate the influence of bluff body shape on wall pressure distribution in a vortex flowmeter,experiments were conducted on a specially designed test section in a closed water rig at Reynolds numbers of 6.2... To investigate the influence of bluff body shape on wall pressure distribution in a vortex flowmeter,experiments were conducted on a specially designed test section in a closed water rig at Reynolds numbers of 6.2×10 4-9.3×10 4.The cross sections of the bluff bodies were semicircular,square,and triangular shaped,and there were totally 21 pressure tappings along the conduit to acquire the wall pressures.It is found that the variation trends of wall pressures are basically identical regardless of the bluff body shapes.The wall pressures begin to diverge from 0.3D(D is the inner diameter of the vortex flowmeter) in front of the bluff body due to the diversity in shape,and all reach the minimum values at 0.3D behind the bluff body.A discrepancy between the triangular or square cylinder and the semicircular cylinder in wall pressure change is observed at 0-0.1D behind the bluff body.It is also found that the wall pressures and irrecoverable pressure loss coefficients increase with flow rates,and the triangular cylinder causes the smallest irrecoverable pressure loss at a fixed flow rate. 展开更多
关键词 vortex flowmeter bluffbody shape wall pressure irrecoverable pressure loss
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Cross-sectional distortion behaviors of thin-walled rectangular tube in rotary-draw bending process 被引量:7
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作者 赵刚要 刘郁丽 +1 位作者 杨合 卢彩红 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2010年第3期484-489,共6页
The cross-sectional distortion usually appears during rotary-draw bending process of thin-walled rectangular tube with small bending radius.To study the cross-sectional distortion of the tube,a three-dimensional finit... The cross-sectional distortion usually appears during rotary-draw bending process of thin-walled rectangular tube with small bending radius.To study the cross-sectional distortion of the tube,a three-dimensional finite-element model of the process was developed based on ABAQUS/Explicit code and its reliability was validated by experiment.Then,the cross-sectional distortion behaviors of the tube were investigated.The results show that a zone of larger circumferential stress appears on the tube when bending angle reaches 30°.And in the larger circumferential stress zone,the sagging phenomenon is produced obviously.The maximum cross-sectional distortion is located in the larger circumferential stress zone and the angle between the plane of maximum cross-sectional distortion and the bending reference plane is about 50°.The position of the maximum cross-sectional distortion keeps almost unchanged with the variation of the clearances between dies and tube. 展开更多
关键词 thin-walled rectangular tube aluminum alloy 3A21 rotary-draw bending cross-sectional distortion die clearance
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Deformation behaviors of 21-6-9 stainless steel tube numerical control bending under different friction conditions 被引量:9
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作者 方军 鲁世强 +1 位作者 王克鲁 姚正军 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第8期2864-2874,共11页
For contact dominated numerical control(NC) bending process of tube, the effect of friction on bending deformation behaviors should be focused on to achieve precision bending forming. A three dimensional(3D) elastic-p... For contact dominated numerical control(NC) bending process of tube, the effect of friction on bending deformation behaviors should be focused on to achieve precision bending forming. A three dimensional(3D) elastic-plastic finite element(FE) model of NC bending process was established under ABAQUS/Explicit platform, and its reliability was validated by the experiment. Then, numerical study on bending deformation behaviors under different frictions between tube and various dies was explored from multiple aspects such as wrinkling, wall thickness change and cross section deformation. The results show that the large friction of wiper die-tube reduces the wrinkling wave ratio η and cross section deformation degree ΔD and increases the wall thinning degree Δt. The large friction of mandrel-tube causes large η, Δt and ΔD, and the onset of wrinkling near clamp die. The large friction of pressure die-tube reduces Δt and ΔD, and the friction on this interface has little effect on η. The large friction of bending die-tube reduces η and ΔD, and the friction on this interface has little effect on Δt. The reasonable friction coefficients on wiper die-tube, mandrel-tube, pressure die-tube and bending die-tube of 21-6-9(0Cr21Ni6Mn9N) stainless steel tube in NC bending are 0.05-0.15, 0.05-0.15, 0.25-0.35 and 0.25-0.35, respectively. The results can provide a guideline for applying the friction conditions to establish the robust bending environment for stable and precise bending deformation of tube bending. 展开更多
关键词 21-6-9 stainless steel tube FRICTION deformation behaviors numerical control bending finite element simulation
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无加劲冷成型方钢管-H形钢梁翼缘板焊接节点管壁变形初始刚度分析 被引量:5
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作者 张梁 陈以一 王拓 《建筑结构学报》 EI CAS CSCD 北大核心 2011年第5期32-38,共7页
对于无加劲方钢管柱-H形钢梁节点,在H形梁端部弯矩作用下方钢管柱壁变形是节点变形的主要组成部分。为考察无加劲方钢管柱-H形钢梁连接节点的管壁变形特性,在11个试件试验研究基础上,依据单调拉伸荷载作用得到各个试件的管壁变形值。基... 对于无加劲方钢管柱-H形钢梁节点,在H形梁端部弯矩作用下方钢管柱壁变形是节点变形的主要组成部分。为考察无加劲方钢管柱-H形钢梁连接节点的管壁变形特性,在11个试件试验研究基础上,依据单调拉伸荷载作用得到各个试件的管壁变形值。基于经典弹性板壳理论推导管壁变形解答,得到管壁变形的解析表达式,并以此计算管壁变形刚度。通过管壁变形刚度的试验值、拟合式计算值以及理论解答值的比较,验证了利用板壳理论推导解析解答方法的可行性。研究结果表明:影响管壁变形刚度的主要因素是钢管管壁宽厚比;由于冷成型钢管截面存在弯角,管壁计算宽厚比变小,冷成型钢管柱管壁变形刚度较焊接组合截面柱明显提高。 展开更多
关键词 梁柱节点 冷成型方钢管 壁面变形 应力分布 弹性刚度 三角级数解答
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