CLC number:
On-line Access: 2024-12-06
Received: 2023-06-27
Revision Accepted: 2024-02-02
Crosschecked: 2024-12-06
Cited: 0
Clicked: 940
Citations: Bibtex RefMan EndNote GB/T7714
Chuanxiang ZHENG, Yuchen DAI, Jiao LIN, Jianqun JIANG, Jinjie LU, Zhenyu WANG, Jiaming YAN. Distribution law analysis and calculating method for windage power in a geotechnical centrifuge[J]. Journal of Zhejiang University Science A,in press.Frontiers of Information Technology & Electronic Engineering,in press.https://doi.org/10.1631/jzus.A2300288 @article{title="Distribution law analysis and calculating method for windage power in a geotechnical centrifuge", %0 Journal Article TY - JOUR
土工离心机风阻功率分布规律分析及计算方法研究机构:1浙江大学,能源工程学院,中国杭州,310027;2华东勘测设计研究院,中国杭州,300450 目的:风阻功率引起的温升是土工离心机大型化过程中的一个主要限制因素。本文旨在探究土工离心机内不同区域风阻功率的分布规律,并得到一种可以更为准确地计算风阻功率的方法,以期为大型土工离心机的温控设计提供理论支撑。 创新点:1.通过误差传递分析和排除设备的固有功率,获得了高可靠性的风阻功率实验数据;2.提出了新的风阻功率计算公式,明确了速度系数α和阻力系数Ci的影响因素。 方法:1.通过建造离心式超重力及跨学科实验设施(CHIEF)的缩比模型实验装置,准确测量设备的风阻功率,并用实验数据标定对应的数值模型;2.通过对仿真结果的分析,量化土工离心机内不同区域风阻功率的占比(表3和4,图7),从而确定影响风阻功率的关键区域;3.通过对关键区域关键参数(α、Ci)变化规律的探究(图9),确定关键参数的影响因素;4.根据关键参数的变化规律,推导出风阻功率的计算公式;5.通过对固有功率的分析,提出总功率的函数形式,并通过对已有土工离心机总功率的拟合,验证函数形式的正确性。 结论:1.采用间接测量方法获得风阻功率时,需要评估其传递误差;2.吊篮和转臂上风阻功率的占比分别为72%和28%,表明吊篮是关键部件;3.速度系数和风阻系数与设备的几何尺寸有关,几乎与角速度无关;4.消除固有功率的影响后,风阻功率与角速度的三次方成正比。 关键词组: Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article
Reference[1]ANSYS, 2022a. 2.8.1.3. Automatic near-wall treatment for omega-based models. In: ANSYS CFX-Solver Theory Guide. ANSYS Inc., USA. [2]ANSYS, 2022b. 32.3.3. Choosing the pressure interpolation scheme. In: ANSYS Fluent 2022 R1 Users Guide. ANSYSInc., USA. [3]ANSYS, 2022c. 2.3.2.7. Swirl conservation. In: ANSYS Fluent 2022 R1 Theory Guide. ANSYSInc., USA. [4]AzlanF, TanMK, TanBT, et al., 2023. Passive flow-field control using dimples for performance enhancement of horizontal axis wind turbine. Energy, 271:127090. [5]BalakrishnanS, ViswanadhamBVS, 2019. Centrifuge model studies on the performance of soil walls reinforced with sand-cushioned geogrid layers. Geotextiles and Geomembranes, 47(6):803-814. [6]CelikIB, GhiaU, RoachePJ, et al., 2008. Procedure for estimation and reporting of uncertainty due to discretization in CFD applications. Journal of Fluids Engineering, 130(7):078001. [7]ChandaD, SahaR, HaldarS, et al., 2023. State-of-the-art review on responses of combined piled raft foundation subjected to seismic loads using static and dynamic approaches. Soil Dynamics and Earthquake Engineering, 169:107869. [8]ChenSS, GuXW, RenGF, et al., 2020. Upgradation of NHRI-400 g·t geotechnical centrifuge. Chinese Journal of Geotechnical Engineering, 42(S2):7-12(in Chinese). [9]CostaCML, ZornbergJG, BuenoBDS, et al., 2016. Centrifuge evaluation of the time-dependent behavior of geotextile-reinforced soil walls. Geotextiles and Geomembranes, 44(2):188-200. [10]DaiY, ZhangYY, ZhuX, 2023. Generalized analytical model for evaluating the gear power losses transition changing from windage to churning behavior. Tribology International, 185:108572. [11]DengLJ, KutterBL, KunnathSK, 2012. Centrifuge modeling of bridge systems designed for rocking foundations. Journal of Geotechnical and Geoenvironmental Engineering, 138(3):335-344. [12]DongDJ, 2013. Error Analysis and Data Processing. Tsinghua University Press, Beijing, China(in Chinese). [13]DuYL, ZhuSZ, LiuLY, et al., 1992. Development of LXJ-4-450 centrifuge for geotechnical engineering. Journal of Hydraulic Engineering, 23(2):19-28(in Chinese). [14]GaoZW, LuDC, HouY, et al., 2023. Constitutive modelling of fabric effect on sand liquefaction. Journal of Rock Mechanics and Geotechnical Engineering, 15(4):926-936. [15]GarnierJ, GaudinC, SpringmanSM, et al., 2007. Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling. International Journal of Physical Modelling in Geotechnics, 7(3):1-23. [16]GarzónLX, CaicedoB, Sánchez-SilvaM, et al., 2015. Physical modelling of soil uncertainty. International Journal of Physical Modelling in Geotechnics, 15(1):19-34. [17]GuoYN, YangY, JiangJQ, et al., 2020a. Analysis of influences of helium working medium replacement and operating pressure on wind resistance power of geotechnical centrifuge. Earthquake Engineering and Engineering Dynamics, 40(6):197-206(in Chinese). [18]GuoYN, YangY, WangYL, et al., 2020b. CFD simulation method based on ZJU400 geotechnical centrifuge. Equipment Environmental Engineering, 17(11):85-89(in Chinese). [19]GuoYN, YangY, YuJX, et al., 2021. A computational fluid dynamic-based method for analyzing the nonlinear relationship between windage loss and pressure in a geotechnical centrifuge. SN Applied Sciences, 3(10):791. [20]HaoY, YinYH, WanQ, et al., 2018. Comparative study on estimation methods of wind resistance of geotechnical centrifuges. Equipment Environmental Engineering, 15(3):61-66(in Chinese). [21]HuangB, ZhangH, DingYQ, 2023. CFD modelling and numerical simulation of the windage characteristics of a high-speed gearbox based on negative pressure regulation. Processes, 11(3):804. [22]IglesiaGR, EinsteinHH, WhitmanRV, 2014. Investigation of soil arching with centrifuge tests. Journal of Geotechnical and Geoenvironmental Engineering, 140(2):04013005. [23]JiaPZ, 2013. Steady-State Acceleration Simulation Test Equipment—Centrifuge Conspectus and Design. National Defense Industry Press, Beijing, China(in Chinese). [24]KutterBL, LiXS, SluisW, et al., 1991. Performance and instrumentation of the large centrifuge at Davis. Centrifuge, 91:19-26. [25]LeeFH, SchofieldAN, 1988. Centrifuge modelling of sand embankments and islands in earthquakes. Géotechnique, 38(1):45-58. [26]LeeFH, LeeCH, DasariGR, 2006. Centrifuge modelling of wet deep mixing processes in soft clays. Géotechnique, 56(10):677-691. [27]LeungCF, LeeFH, YetNS, 2001. Centrifuge model study on pile subject to lapses during installation in sand. International Journal of Physical Modelling in Geotechnics, 1(1):47-57. [28]LiangT, BengoughAG, KnappettJA, et al., 2017. Scaling of the reinforcement of soil slopes by living plants in a geotechnical centrifuge. Ecological Engineering, 109:207-227. [29]LinWA, ZhengCX, JiangJQ, et al., 2020. Temperature control test of scaled model of high capacity hypergravity centrifuge. Journal of Zhejiang University (Engineering Science), 54(8):1587-1592(in Chinese). [30]MenterF, Carregal FerreiraJ, EschT, et al., 2003. The SST turbulence model with improved wall treatment for heat transfer predictions in gas turbines. Proceedings of the International Gas Turbine Congress, p.1-7. [31]MenterFR, 1994. Two-equation eddy-viscosity turbulence models for engineering applications. AIAA Journal, 32(8):1598-1605. [32]NajserJ, PooleyE, SpringmanSM, 2009. Modelling of double porosity clays in a mini-centrifuge. International Journal of Physical Modelling in Geotechnics, 9(1):15-22. [33]NgCWW, ZhangC, FarivarA, et al., 2020. Scaling effects on the centrifuge modelling of energy piles in saturated sand. Géotechnique Letters, 10(1):57-62. [34]ShahzadA, PashakP, LazogluI, 2022. A novel unibody axial flow pump for the lubrication of inverter type hermetic reciprocating compressors. International Journal of Refrigeration, 140:1-8. [35]ShaoWB, RenXD, HuB, 2022. Numerical simulation on temperature rise of high-speed geotechnical centrifuge. Equipment Environmental Engineering, 19(12):95-103(in Chinese). [36]SongDR, ZhouGD, ChoiCE, et al., 2019. Scaling principles of debris flow modeling using geotechnical centrifuge. Chinese Journal of Geotechnical Engineering, 41(12):2262-2271(in Chinese). [37]SunSZ, 1991. Review of design for geotechnical centrifuge (II). Journal of Nanjing Hydraulic Research Institute, (2):219-226(in Chinese). [38]TakeWA, BoltonMD, 2011. Seasonal ratcheting and softening in clay slopes, leading to first-time failure. Géotechnique, 61(9):757-769. [39]WangMC, LiYJ, YuanJP, et al., 2022. Effects of different vortex designs on optimization results of mixed-flow pump. Engineering Applications of Computational Fluid Mechanics, 16(1):36-57. [40]WangYZ, ChenZS, SunR, 2014. Simplified calculation technique of steady-state wind resistance power for geotechnical centrifuge and optimization cooling design. Earthquake Engineering and Engineering Dynamics, 34(S1):909-914(in Chinese). [41]WatsonPG, RandolphMF, 1998. Skirted foundations in calcareous soil. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 131(3):171-179. [42]WhiteDJ, TakeWA, BoltonMD, 2003. Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Géotechnique, 53(7):619-631. [43]WoodwardPK, BrennanA, LaghroucheO, et al., 2022. Geotechnical centrifuge and full-scale laboratory testing for performance evaluation of conventional and high-speed railway track structures. In: Tutumluer E, Nazarian S, Al-Qadi I, et al. (Eds.), Advances in Transportation Geotechnics IV. Springer, Cham, Switzerland, p.957-968. [44]YanJM, LinZY, SunWJ, et al., 2022. Effects of cavity vacuum degree on wind resistance and thermal environment of high-speed geotechnical centrifuge. Equipment Environmental Engineering, 19(10):120-125(in Chinese). [45]YinYH, YuSR, FengXJ, et al., 2010a. Aerodynamic power of geotechnical centrifuges with closed chamber. Journal of Mianyang Normal University, 29(2):1-5(in Chinese). [46]YinYH, YuSR, FengXJ, et al., 2010b. Aerodynamic power of geotechnical centrifuges with holed chamber. Journal of Mianyang Normal University, 29(5):1-5(in Chinese). [47]YinYH, HaoY, LiQS, et al., 2018. An analysis on air pressure and natural air exhausting in the work chamber of a steadily running rotary arm type centrifuge. Journal of Mianyang Normal University, 37(11):1-6(in Chinese). [48]YinYH, LiQS, HaoY, et al., 2020. Research on transient temperature in the work room of a rotary arm type centrifuge. Applied Mathematics and Mechanics, 41(1):81-97(in Chinese). [49]ZengX, LimSL, 2002. The influence of variation of centrifugal acceleration and model container size on accuracy of centrifuge test. Geotechnical Testing Journal, 25(1):24-43. [50]ZhangYT, LiJD, AnXY, et al., 2019. Construction and Application of TK-C500 Geotechnical Centrifuge Laboratory. People’s Communications Press, Beijing, China(in Chinese). [51]ZhangZH, LiY, XuCS, et al., 2021. Study on seismic failure mechanism of shallow buried underground frame structures based on dynamic centrifuge tests. Soil Dynamics and Earthquake Engineering, 150:106938. [52]ZhengCX, ChenJY, JiangJQ, et al., 2020. Experiment of heat generation mechanism of geotechnical centrifuge under low vacuum degrees. Equipment Environmental Engineering, 17(3):84-88(in Chinese). [53]ZhuX, DaiY, 2023. Development of an analytical model to predict the churning power losses of an orthogonal face gear. Engineering Science and Technology, an International Journal, 41:101383. Journal of Zhejiang University-SCIENCE, 38 Zheda Road, Hangzhou
310027, China
Tel: +86-571-87952783; E-mail: cjzhang@zju.edu.cn Copyright © 2000 - 2024 Journal of Zhejiang University-SCIENCE |
Open peer comments: Debate/Discuss/Question/Opinion
<1>