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桥架定型弯通满足电力电缆合规敷设相关参数研究 被引量:2
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作者 江期洪 《铁道建筑技术》 2020年第2期34-37,46,共5页
桥架定型弯通是整个电缆桥架系统中为电缆规范敷设提供通道的薄弱环节,规范对电缆弯曲半径有明确要求。本文基于相关规范依据,结合桥架定型弯通中最典型的水平定型弯通和垂直定型弯通,研究各种电缆敷设情况下桥架定型弯通的相关参数和... 桥架定型弯通是整个电缆桥架系统中为电缆规范敷设提供通道的薄弱环节,规范对电缆弯曲半径有明确要求。本文基于相关规范依据,结合桥架定型弯通中最典型的水平定型弯通和垂直定型弯通,研究各种电缆敷设情况下桥架定型弯通的相关参数和电缆合规敷设之间的影响关系,利用迭代分析法建立了能计算出满足合规敷设的桥架定型弯通最小弯曲宽度值的数学模型,并给出了适用于实际工程应用的计算解决方案。 展开更多
关键词 桥架 定型弯通 电缆曲半径 桥架曲宽度 电缆排布 迭代分析
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煤矿机械设备用管路接头CAD系统
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作者 郑春 《山西煤炭》 1998年第1期33-35,41,共4页
介绍了利用AutoCAD—R12制作煤矿机构设备用管路接头CAD系统,并对该系统从设计、原理,以及特点进行较详细的说明。
关键词 CAD系统 弯通 接头座 煤矿机械 煤矿设备
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胃近端切除术后小弯溃疡穿通心室致上消化道大出血一例
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作者 卜献民 陈春生 《中华普通外科杂志》 CSCD 北大核心 2002年第3期151-151,共1页
关键词 胃近端切除术 手术后 胃小溃疡穿心室 上消化道大出血
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Three-Dimensional Bursting Phenomena in Meander Channel 被引量:2
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作者 刘小谢 白玉川 《Transactions of Tianjin University》 EI CAS 2013年第1期17-24,共8页
Experiments were conducted in a U-shaped open-channel flume with the intention of investigating the bursting phenomena in the meander channel. The experimental results of the secondary flow fields and the Reynolds she... Experiments were conducted in a U-shaped open-channel flume with the intention of investigating the bursting phenomena in the meander channel. The experimental results of the secondary flow fields and the Reynolds shear stress distributions show that the velocity and velocity fluctuation in the transverse direction are not negligible. Moreover, the bursting process is investigated using the three-dimensional quadrant analysis, which is more accurate than using the traditional two-dimensional quadrant analysis for the meandering channel. It is obtained from the experimental results that the internal group of events occurs more frequently than the external group, particularly the internal ejection and internal sweep events. In addition, the transition probabilities of the movements, which are defined as the changes of events from the current situation to the next situation in a time series, show that the stable organizations of events are the most possible movements, whereas the cross organizations of events have the least possible movements. 展开更多
关键词 meander channel bursting phenomena turbulent characteristics three-dimension
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Properties and calculation of normal section bearing capacity of RC flexural beam with skin textile reinforcement 被引量:2
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作者 尹世平 吕恒林 徐世烺 《Journal of Central South University》 SCIE EI CAS 2013年第6期1731-1741,共11页
In order to overcome the wide crack of ordinary reinforced concrete (RC) at service stage which affects the service performance and durability of structures,a kind of concrete structure with skin textile reinforcement... In order to overcome the wide crack of ordinary reinforced concrete (RC) at service stage which affects the service performance and durability of structures,a kind of concrete structure with skin textile reinforcement is proposed,namely a part of concrete cover of RC members is replaced by textile reinforced concrete (TRC).The flexural experimental results indicate that when the reinforcement ratios of steel bars are constant,compared with control beams,the average value of crack loads of the beams,whose reinforcement ratios of textile are 0.018%,0.036% and 0.055%,increases by 15.5%,20.4% and 31.1%,respectively,the average value of yield loads respectively increases by 12.5%,19.9% and 21.1% and the average value of ultimate loads respectively increases by 8.5%,26.0% and 44.0%,respectively.Considerable reduction in cracks width and spacing is observed for specimens with a TRC layer,and when the beams yield,the maximum crack width of the beam with textile stuck no sand and the beam with textile stuck sand is reduced by around 60% and 70%,respectively.Surface treatment of textile and mixing polypropylene fiber into fine grained concrete contribute to enhance the service performance of the flexural element.Embedding U-shaped hoop has almost no effect on the control of the crack width.Finally,the calculation method of ultimate bearing capacity of this flexural component with TRC layer was presented.Comparison between the calculated and the experimental values reveals satisfactory agreement,and the maximum error is no more than 6%. 展开更多
关键词 reinforced concrete TEXTILE crack width limitation flexural behavior calculation of flexural capacity
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Optimization of lane assignment for signalized T-intersection based on VISSIM
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作者 Cheng Lanxing Qian Zhendong +1 位作者 Luo Sida Li Juchen 《Journal of Southeast University(English Edition)》 EI CAS 2018年第1期112-119,共8页
In order to improve the performance of the signalized intersection,an unconventional scheme tandem design(TD)is proposed.A simulation experiment is conducted to evaluate the capacity and delay under the unconventional... In order to improve the performance of the signalized intersection,an unconventional scheme tandem design(TD)is proposed.A simulation experiment is conducted to evaluate the capacity and delay under the unconventional scheme and two conventional lane assignment schemes.First,the VISSIM is employed as microsimulation to obtain the delay of different designs at signalized T-intersections under different conditions of traffic flow and turning proportion.Secondly,a method based on discriminant analysis(DA)is proposed to determine the best design scheme using the flow and turning proportion as inputs.Finally,a case study in Changsha city,China is used to demonstrate the efficiency and accuracy of these findings.The results indicate that the traffic flow and turning proportion are the crucial factors in scheme selection of lane assignment.Different from the previous research,the TD has better performance over various traffic flow levels.Furthermore,a proper proportion of left turns makes TD an outstanding option,which can reduce the delay and decrease the average number of stops and queue length significantly.However,the proportion should not be too high or too low.The research results can help practitioners obtain a quantitative view of appropriate design schemes at signalized intersections when trying to relieve traffic congestion according to different traffic conditions. 展开更多
关键词 delay T-INTERSECTION tandem design taffic flow turning proportion
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Bending Stresses of Steel Web Tapered Tee Section Cantilevers
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作者 Boksun Kim Andrew Oliver Joshua Vyse 《Journal of Civil Engineering and Architecture》 2013年第11期1329-1342,共14页
Although commonly used, no design method is available for steel web tapered tee section cantilevers. This paper investigates the bending stresses of such beams. Relationships between the maximum compressive stress and... Although commonly used, no design method is available for steel web tapered tee section cantilevers. This paper investigates the bending stresses of such beams. Relationships between the maximum compressive stress and the degree of taper were investigated. An analytical model is presented to determine the location of the maximum stress when subjected to a uniformly distributed load or a point load at the free end and was validated using finite element analysis and physical tests. It was found that the maximum stress always occurs at the support when subjected to a uniformly distributed load. When subjected to a point load at the free end and the degree of taper is up to seven, it was found that Miller's equation could be used to determine the location of the maximum stress. However, it is shown that when the degree of taper is greater than seven, Miller's equation does not accurately predict the location and the analytical model should be used. It was also found that the location of the maximum stress was solely dependent on the degree of taper, while a geometric ratio, fl was required to determine the magnitude of the maximum stress. A simple method that predicts the magnitude of the maximum stress is proposed. The average error in the prediction of the magnitude of the maximum stress is found to be less than 1.0%. 展开更多
关键词 Web tapered tee sections tapered cantilevers bending stress pattems maximum stress shift finite element analysis
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Bias Correction in Wind Direction Forecasting Using the Circular-Circular Regression Method
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作者 XU Jing-Jing HU Fei +4 位作者 XIAO Zi-Niu CHENG Xue-Ling XU Jing-Jing XIAO Zi-Niu CHENG Xue-Ling 《Atmospheric and Oceanic Science Letters》 CSCD 2014年第2期87-91,共5页
Wind direction forecasting plays an important role in wind power prediction and air pollution management. Weather quantities such as temperature, precipitation, and wind speed are linear variables in which traditional... Wind direction forecasting plays an important role in wind power prediction and air pollution management. Weather quantities such as temperature, precipitation, and wind speed are linear variables in which traditional model output statistics and bias correction methods are applied. However, wind direction is an angular variable; therefore, such traditional methods are ineffective for its evaluation. This paper proposes an effective bias correction technique for wind direction forecasting of turbine height from numerical weather prediction models, which is based on a circular-circular regression approach. The technique is applied to a 24-h forecast of 65-m wind directions observed at Yangmeishan wind farm, Yunnan Province, China, which consistently yields improvements in forecast performance parameters such as smaller absolute mean error and stronger similarity in wind rose diagram pattern. 展开更多
关键词 wind direction forecast bias correction circular-circular regression numerical model wind power prediction
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Aerodynamic/mechanism optimization of a variable camber Fowler flap for general aviation aircraft 被引量:1
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作者 TIAN Yun WANG Tao +1 位作者 LIU PeiQing FENG PeiHua 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2017年第8期1144-1159,共16页
A conventional Fowler flap is designed to improve the take-off and landing performances of an aircraft. Because the flight states of general aviation aircraft vary significantly. A Fowler flap with a double-sliding tr... A conventional Fowler flap is designed to improve the take-off and landing performances of an aircraft. Because the flight states of general aviation aircraft vary significantly. A Fowler flap with a double-sliding track has been designed, which is ca- pable of changing airfoil camber while cruising and climbing as well as meeting low-speed performance requirements. The aerodynamic characteristics of the variable camber Fowler flap were studied by computational simulation, and cambering was found to be beneficial for improving the lift-to-drag ratio when the lift coefficient was larger than the critical value, below which decambering was more effective; this critical value differed somewhat under different conditions. Taking the mecha- nism into account, the take-off and landing configurations were optimized on the basis of the GA (W)-1 airfoil with a 30% chord Fowler flap. Compared with reference configuration, the maximum lift coefficient of optimized take-off configuration was increased by 6.6% as well as the stalling angle and the lift-to-drag ratio were increased by 1.3° and 7.58%, respectively. Moreover, the maximum lift coefficient of the optimized landing configuration was increased by 6.3%, and the stalling angle was increased by 1.1°; however, the nose-down pitching moment of both configurations increased. Similar results were at- rained on a general aviation aircraft wing/body combination nism was established in a computer-aided design system, achieved by the double-sliding track. A 3D model of the variable-camber Fowler flap driving mecha- and the results showed that all design configurations could be 展开更多
关键词 Fowler flap general aviation aircraft variable camber OPTIMIZATION
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Peristaltic transport of pseudoplastic fluid in a curved channel with wall properties and slip conditions 被引量:2
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作者 S. Hina T. Hayat +1 位作者 M. Mustafa A. Alsaedi 《International Journal of Biomathematics》 2014年第2期63-78,共16页
Effects of wall properties and slip condition on the peristaltic flow of an incompressible pseudoplastic fluid in a curved channel are studied. Series solution of the governing problem is obtained after applying long ... Effects of wall properties and slip condition on the peristaltic flow of an incompressible pseudoplastic fluid in a curved channel are studied. Series solution of the governing problem is obtained after applying long wavelength and low Reynolds number approximations. The results are validated with the numerical solutions through the built-in routine for solving nonlinear boundary value problems via software Mathematica. The variations of different parameters on axial velocity are carefully analyzed. Behaviors of embedding parameters on the dimensionless stream function are also discussed. It is noted that the axial velocity and size of trapped bolus increases with an increase in slip parameter. It is also observed that the profiles of axial velocity are not symmetric about the central line of the curved channel which is different from the case of planar channel. 展开更多
关键词 Shear-thinning fluid compliant wall nonlinear boundary-value problem series solution curved channel peristalsis.
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Mathematical study for peristaltic flow of Williamson fluid in a curved channel 被引量:1
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作者 E. N. Maraj Noreen Sher Akbar S. Nadeem 《International Journal of Biomathematics》 2015年第1期59-68,共10页
In this paper, we have investigated the peristaltic flow of Williamson fluid in a curved channel. The governing equations of Williamson fluid model for curved channel are derived including the effects of curvature. Th... In this paper, we have investigated the peristaltic flow of Williamson fluid in a curved channel. The governing equations of Williamson fluid model for curved channel are derived including the effects of curvature. The highly nonlinear partial differential equa- tions are simplified by using the wave frame transformation, long wavelength and low Reynolds number assumptions. The reduced nonlinear partial differential equation is solved analytically with the help of homotopy perturbation method. The physical features of pertinent parameters have been discussed by plotting the graphs of pressure rise, velocity profile and stream functions. 展开更多
关键词 Peristaltic flow Williamson fluid curved channel
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Supersonic Cavity Flows over Concave and Convex Walls
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作者 A Ran Ye Rajarshi Das +1 位作者 Toshiaki Setoguchi Heuy Dong Kim 《Journal of Thermal Science》 SCIE EI CAS CSCD 2016年第2期145-152,共8页
Supersonic cavity flows are characterized by compression and expansion waves, shear layer, and oscillations inside the cavity. For decades, investigations into cavity flows have been conducted, mostly with flows at ze... Supersonic cavity flows are characterized by compression and expansion waves, shear layer, and oscillations inside the cavity. For decades, investigations into cavity flows have been conducted, mostly with flows at zero pressure gradient entering the cavity in straight walls. Since cavity flows on curved walls exert centrifugal force, the features of these flows are likely to differ from those of straight wall flows. The aim of the present work is to study the flow physics of a cavity that is cut out on a curved wall. Steady and unsteady numerical simulations were carried out for supersonic flow through curved channels over the cavity with L/H = 1. A straight channel flow was also analyzed which serves as the base model. The velocity gradient along the width of the channel was observed to increase with increasing the channel curvature for both concave and convex channels. The pressure on the cavity floor increases with the increase in channel curvature for concave channels and decreases for convex channels. Moreover, unsteady flow characteristics are more dependent on channel curvature under supersonic free stream conditions. 展开更多
关键词 Cavity flow Supersonic Flow Compressible Flow Unsteady flow Pressure Oscillation
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