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采用IRI评价机场道面平整度的适用性

凌建明 刘诗福 袁捷 杨文臣

凌建明, 刘诗福, 袁捷, 杨文臣. 采用IRI评价机场道面平整度的适用性[J]. 交通运输工程学报, 2017, 17(1): 20-27.
引用本文: 凌建明, 刘诗福, 袁捷, 杨文臣. 采用IRI评价机场道面平整度的适用性[J]. 交通运输工程学报, 2017, 17(1): 20-27.
LING Jian-ming, LIU Shi-fu, YUAN Jie, YANG Wen-chen. Applicability of IRI based evaluation of airport pavement roughness[J]. Journal of Traffic and Transportation Engineering, 2017, 17(1): 20-27.
Citation: LING Jian-ming, LIU Shi-fu, YUAN Jie, YANG Wen-chen. Applicability of IRI based evaluation of airport pavement roughness[J]. Journal of Traffic and Transportation Engineering, 2017, 17(1): 20-27.

采用IRI评价机场道面平整度的适用性

基金项目: 

国家自然科学基金项目 51278364

国家863计划项目 2012AA112506

详细信息
    作者简介:

    凌建明(1966-), 男, 浙江湖州人, 同济大学教授, 工学博士, 从事机场与路基工程研究

  • 中图分类号: V351

Applicability of IRI based evaluation of airport pavement roughness

More Information
  • 摘要: 提出一种采用国际平整度指数(IRI) 评价机场道面平整度的适用性综合分析方法, 建立了1/4车辆模型与飞机的动力学模型, 采用IRI和飞机重心处竖向加速度(VACGA) 作为机场道面平整度的评价指标, 利用MATLAB/Simulink建立了IRI和VACGA求解模型; 以正弦函数形式的不平整激励模拟机场道面纵断面的微波起伏, 在不同振幅、波长和滑行速度条件下定量解析IRI和VACGA的分布特性。计算结果表明: VACGA和IRI均与振幅成正比; IRI的敏感波段为波长1~5m的短波, 并在波长为2m时达到最大; 飞机在200km·h-1滑行速度下, VACGA随波长的变化呈现3个波峰, 并且在波长为15m时达到最大波峰; 当飞机在滑行道的滑行速度小于40km·h-1时, VACGA的敏感波段为2.3~7.2m, 基本分布在IRI的敏感波段内, 说明滑行道平整度的评估可采用IRI, 但当飞机在跑道的滑行速度大于60km·h-1时, VACGA敏感波段为6.4~23.6m, 分布在IRI不敏感波段内, 说明当飞机在跑道的滑行速度较高时, 采用IRI检测机场道面平整度是不合理的。

     

  • 图  1  1/4车辆模型

    Figure  1.  Quarter car model

    图  2  飞机动力学模型

    Figure  2.  Aircraft dynamics model

    图  3  求解IRI的Simulink模型

    Figure  3.  Simulink model of solving IRI

    图  4  求解飞机重心处竖向加速度的Simulink模型

    Figure  4.  Simulink model of solving VACGA

    图  5  飞机重心处竖向加速度均方根与振幅的关系

    Figure  5.  Relationship between RMS of VACGA and amplitude

    图  6  IRI与振幅的关系

    Figure  6.  Relationship between IRI and amplitude

    图  7  飞机重心竖向加速度均方及IRI与波长的关系Fig7 Relationship of RMS of VACGA, IRI and wavelength

    图  8  飞机的敏感波段与滑行速度的关系

    Figure  8.  Relationship between aircraft sensitive wave band and taxi speed

    表  1  数值仿真的飞机参数

    Table  1.   Aircraft parameters in numerical simulation

    下载: 导出CSV
  • [1] KIRK C L. Analysis of taxiing induced vibrations in aircraft by the power spectral density method[R]. Washington D C: Cranfield Institute of Technology, 1973.
    [2] DEBORD K J. Runway roughness measurement, quantification, and application: the Boeing approach[R]. Seattle: Boeing Commercial Airplane Group, 1995.
    [3] CALAUTTI J, MURRELL S D, GERARDI T. Roughness assessment in pavement management at New York metropolitan area airports[C]//FAA. The 2004 Federal Aviation Administration Worldwide Airport Technology Transfer Conference. Atlantic City: FAA, 2004: 1-13.
    [4] BOUDREAU RL, GERARDI T, FREEMAN M, et al. Roughness assessment of runway 8L-26R at HartsfieldJackson Atlanta International Airport[C]//ASCE. The 2006Airfield and Highway Pavement Specialty Conference. Reston: ASCE, 2006: 765-776.
    [5] KANAZAWA H, SU K, NOGUCHI T, et al. Evaluation of airport runway pavement based on pilots'subjective judgment[J]. International Journal of Pavement Engineering, 2010, 11 (3): 189-195. doi: 10.1080/10298430903311792
    [6] CHEN Y H, CHOU C P. Effects of airport pavement-profile wavelength on aircraft vertical responses[J]. Transportation Research Record, 2004 (1889): 83-93.
    [7] 赵晓华, 岑国平, 王浩, 等. 基于小波理论的机场道面平整度指标研究[J]. 中南公路工程, 2006, 31 (3): 19-21. doi: 10.3969/j.issn.1674-0610.2006.03.006

    ZHAO Xiao-hua, CEN Guo-ping, WANG Hao, et al. The research of the airport pavement roughness index based on wavelet theory[J]. Central South Highway Engineering, 2006, 31 (3): 19-21. (in Chinese). doi: 10.3969/j.issn.1674-0610.2006.03.006
    [8] SAYERS M W, GILLESPIE T D, QUEIROZ A V. The international road roughness experiment: establishing correlation and a calibration standard for measurements[R]. Washington D C: World Bank, 1986.
    [9] 吴庆雄, 陈宝春, 奚灵智. 路面平整度PSD和IRI评价方法比较[J]. 交通运输工程学报, 2008, 8 (1): 36-41. doi: 10.3321/j.issn:1671-1637.2008.01.009

    WU Qing-xiong, CHEN Bao-chun, XI Ling-zhi. Comparison of PSD method and IRI method for road roughness evaluation[J]. Journal of Traffic and Transportation Engineering, 2008, 8 (1): 36-41. (in Chinese). doi: 10.3321/j.issn:1671-1637.2008.01.009
    [10] 蔚晓丹. 国际平整度指数IRI作为路面平整度评价指标的研究[J]. 公路交通科技, 1999, 16 (增1): 9-13. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK1999S1002.htm

    WEI Xiao-dan. Research on the international roughness index (IRI) as the pavement roughness index[J]. Journal of Highway and Transportation Research and Development, 1999, 16 (S1): 9-13. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK1999S1002.htm
    [11] MÚC"KA P. Relationship between international roughness index and straightedge index[J]. Journal of Transportation Engineering, 2012, 138 (9): 1099-1112. doi: 10.1061/(ASCE)TE.1943-5436.0000417
    [12] 蔡宛彤, 种小雷, 王海服, 等. 基于ADAMS的机场道面平整度评价方法[J]. 空军工程大学学报: 自然科学版, 2014, 15 (1): 15-19. doi: 10.3969/j.issn.1009-3516.2014.01.004

    CAI Wan-tong, CHONG Xiao-lei, WANG Hai-fu, et al. An evaluation method for roughness of airport pavement based on ADAMS[J]. Journal of Air Force Engineering University: Natural Science Edition, 2014, 15 (1): 15-19. (in Chinese). doi: 10.3969/j.issn.1009-3516.2014.01.004
    [13] 周晓青. 机场道面平整度评价指标研究[D]. 上海: 同济大学, 2006.

    ZHOU Xiao-qing. Study on airport pavement roughness evaluation[D]. Shanghai: Tongji University, 2006. (in Chinese).
    [14] 吕耀志, 董倩, 胡春飞, 等. 跑道动荷载与国际平整度指数关系研究[J]. 中外公路, 2013, 33 (3): 74-77. doi: 10.3969/j.issn.1671-2579.2013.03.020

    LU Yao-zhi, DONG Qian, HU Chun-fui, et al. A study on the change law between dynamic load of pavement and IRI[J]. Journal of China and Foreign Highway, 2013, 33 (3): 74-77. (in Chinese). doi: 10.3969/j.issn.1671-2579.2013.03.020
    [15] 张献民, 陈新春, 李少波. 基于国际平整度指数IRI的飞机动载系数分析[J]. 南京航空航天大学学报, 2016, 48 (1): 136-142. https://www.cnki.com.cn/Article/CJFDTOTAL-NJHK201601021.htm

    ZHANG Xian-min, CHEN Xin-chun, LI-Shao-bo. Aircraft dynamic load coefficient based oninternational roughness index[J]. Journal of Nanjing University of Aeronautics and Astronautics, 2016, 48 (1): 136-142. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-NJHK201601021.htm
    [16] 周晓青, 颜利, 孙立军. 国际平整度指数与路面功率谱密度相关关系研究及验证[J]. 土木工程学报, 2007, 40 (1): 99-104. doi: 10.3321/j.issn:1000-131X.2007.01.018

    ZHOU Xiao-qing, YAN Li, SUN Li-jun. Study and validation of relationship between international roughness index and power spectral density[J]. China Civil Engineering Journal, 2007, 40 (1): 99-104. (in Chinese). doi: 10.3321/j.issn:1000-131X.2007.01.018
    [17] SIVAKUMAR S, HARAN A P. Mathematical model and vibration analysis of aircraft with active landing gears[J]. Journal of Vibration and Control, 2015, 21 (2): 229-245. doi: 10.1177/1077546313486908
    [18] TOLOEI A, AGHAMIRBAHA E, ZARCHI M. Mathematical model and vibration analysis of aircraft with active landing gear system using linear quadratic regulator technique[J]. International Journal of Engineering, Transactions B: Applications, 2016, 29 (2): 137-144.
    [19] 赵磊, 李光元, 史保华, 等. 公路飞机跑道道面凹形变坡动力分析[J]. 长安大学学报: 自然科学版, 2010, 30 (2): 44-47. doi: 10.3969/j.issn.1671-8879.2010.02.010

    ZHAO Lei, LI Guang-yuan, SHI Bao-hua, et al. Dynamic analysis on concave grade turn point of highway runway pavement used by aircraft[J]. Journal of Chang'an University: Natural Science Edition, 2010, 30 (2): 44-47. (in Chinese). doi: 10.3969/j.issn.1671-8879.2010.02.010
    [20] 晋萍. 飞机起落架动态性能仿真分析[D]. 南京: 南京航空航天大学, 2003.

    JIN Ping. Simulation analysis of dynamic behavior for airplane landing gear[D]. Nanjing: Nanjing University of Aeronautics and Astronautics, 2003. (in Chinese).
    [21] 邓松武. 跑道平整度及道面破损对飞机运行的影响研究[D]. 天津: 中国民航大学, 2006.

    DENG Song-wu, Runway roughness and pavement distress effects on aircraft operations[D]. Tianjin: Civil Aviation University of China, 2006. (in Chinese).
    [22] ZHANG Hong-liang, YANG Wan-qiao. Evaluation method of pavement roughness based on human-vehicle-road interaction[C]//ASCE. Proceedings of the 10th International Conference of Chinese Transportation Professionals. Reston: ASCE, 2010: 3541-3551.
    [23] GHARAPURKAR A A, JAHROMI A F, BHAT R B, et al. Semi-active control of aircraft landing gear system using Hinfinity control approach[C]//IEEE. 2013 International Conference on Connected Vehicles and Expo. New York: IEEE, 2013: 679-686.
    [24] FAA. Guidelines and procedures for measuring airfield pavement roughness[R]. Washington D C: FAA, 2009.
    [25] 周晓青, 孙立军. 国际平整度指数与行驶车速的关系[J]. 同济大学学报: 自然科学版, 2005, 33 (10): 1323-1327. doi: 10.3321/j.issn:0253-374X.2005.10.009

    ZHOU Xiao-qing, SUN Li-jun. Relationship between international roughness index and velocity of quarter car[J]. Journal of Tongji University: Natural Science, 2005, 33 (10): 1323-1327. (in Chinese). doi: 10.3321/j.issn:0253-374X.2005.10.009
    [26] 李炜光, 郑敏楠, 连城. 新型机场道面雾封层材料性能及施工技术研究[J]. 筑路机械与施工机械化, 2015, 32 (11): 75-77, 83. https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201511031.htm

    LI Wei-guang, ZHENG Min-nan, LIAN Cheng. Research on properties and construction technology of new material for fog seal coat of airport pavement[J]. Road Machinery and Construction Mechanization, 2015, 32 (11): 75-77, 83. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201511031.htm
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  • 收稿日期:  2016-10-11
  • 刊出日期:  2017-02-25

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