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机场道面承载力对大型运输机ACN及胎压的要求

蔡良才 吴爱红 李光元 李天民

蔡良才, 吴爱红, 李光元, 等 . 机场道面承载力对大型运输机ACN及胎压的要求[J]. 北京航空航天大学学报, 2011, 37(9): 1122-1126.
引用本文: 蔡良才, 吴爱红, 李光元, 等 . 机场道面承载力对大型运输机ACN及胎压的要求[J]. 北京航空航天大学学报, 2011, 37(9): 1122-1126.
Cai Liangcai, Wu Aihong, Li Guangyuan, et al. Requirement of ACN and tire press for future large transporter based on allowable load of present airport pavement[J]. Journal of Beijing University of Aeronautics and Astronautics, 2011, 37(9): 1122-1126. (in Chinese)
Citation: Cai Liangcai, Wu Aihong, Li Guangyuan, et al. Requirement of ACN and tire press for future large transporter based on allowable load of present airport pavement[J]. Journal of Beijing University of Aeronautics and Astronautics, 2011, 37(9): 1122-1126. (in Chinese)

机场道面承载力对大型运输机ACN及胎压的要求

详细信息
    作者简介:

    蔡良才(1960-),男,浙江宁波人,教授,liangcai07@126.com.

  • 中图分类号: U 412.22

Requirement of ACN and tire press for future large transporter based on allowable load of present airport pavement

  • 摘要: 为了使未来的大型运输机尽量与我国现有机场道面能达到的承载力相适应,在调查大量机场道面结构类型、结构层厚度、道面承载强度、所受过的最大胎压的基础上,根据机场道面超载使用的相关规定,从尽量减少机场改造的角度,对未来大型运输机的ACN(Aircraft Classification Number)及胎压提出了建议值.建立了足尺9块道面板三维有限元分析模型,对大型运输机采用建议值以单轮、IL-76飞机以及C-5运输机等不同起落架构型作用下的道面结构响应进行了求解.为了达到尽量少改造现有机场的目的,未来大型运输机的ACN在16.1~24.2之间取值以及胎压不高于0.80 MPa比较合理,现有机场道面承载力可保障其在50%以上的机场上正常起降.

     

  • [1] Andersen P.China’s growing market for large civil aircraft, office of industries. ID-18, 2008 [2] McKenzie B. Flying high: china’s aviation industry. Beijing: the American Chamber of Commerce in People-s Republic of China, 2006. http://www.amcham-china.org.cn/amcham/show/content.php?Id=109&menuid=04&submid=04 [3] 翁兴中,蔡良才.机场道面设计[M].北京:人民交通出版社,2007:294-360 Weng Xingzhong, Cai Liangcai. Airport pavement design [M].Beijing: China Communications Press,2007:294-360(in Chinese) [4] 卢成文.世界飞机手册[M].北京:航空工业出版社,1997:243-349 Lu Chengwen. World’ aircraft handbook [M].Beijing: China Aviation Industry Press,1997:243-349(in Chinese) [5] 凌建明,刘文,赵鸿铎.大型军用飞机多轮荷载作用下水泥混凝土道面的结构响应[J].土木工程学报,2007,40(4):60-65 Ling Jianming, Liu Wen, Zhao Hongduo. Mechanical responses of rigid airport pavement to multiple gear military aircraft loadings [J].Chins Civil Engineering Journal, 2007, 40(4):60-65(in Chinese) [6] Brill DR,Hay hoe G F,Lee X. Three-dimensional finite element modeling of rigid pavement structures // The 1997 Airfield Pavement Conference. Seattle: ASCE, 1997:151-165 [7] Hammons M I. Advanced pavement design: finite element modeling for rigid pavement joints, report II: model development D.R. Brill, Field Verification of a 3D Finite Element Rigid Airport Pavement Model .Washington:Department of Transportation,Federal Aviation Administration, 1998:1-72 [8] Brill D R,Parsons I D. Three-dimensional finite element analysis in airport pavement design [J]. The International Journal of Geomechanics,2001,1(3):273-290 [9] 李巧生,王德荣,李杰,等.水泥混凝土道面结构在多轮荷载作用下的晌应分析[J].振动与冲击, 2010,29(2):75-78 Li Qiaosheng, Wang Derong, Li Jie,et al. Response analysis of a cement concrete pavement structure with multi-wheel loading [J]. Journal of Vibration and Shock, 2010,29(2):75-78(in Chinese) [10] 翁兴中,焦明声.军用机场水泥混凝土道面结构参数变异性[J].公路交通科技, 2004, 20(2):5-13 Weng Xingzhong, Jiao Mingsheng. Variability analysis of military airfield concrete pavement structure parameters [J]. Journal of Highway and Transportation Research and Development, 2004, 20(2):5-13(in Chinese)
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出版历程
  • 收稿日期:  2010-05-07
  • 网络出版日期:  2011-09-30

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