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基于动荷载系数限值的道面平整度分析技术

程国勇,侯栋文,黄旭栋   

  1. (taptap下载安装安卓机场学院,天津300300)
  • 收稿日期:2015-10-27 修回日期:2015-11-22 出版日期:2016-08-26 发布日期:2016-10-13
  • 作者简介:程国勇(1971—),男,河北衡水人,教授,博士,研究方向为机场工程、岩土工程.
  • 基金资助:

    国家自然科学基金项目(51178456)

Analysing technology of pavement roughness based on dynamic load factor limits

CHENG Guoyong,HOU Dongwen,HUANG Xudong   

  1. (College of Airport Engineering,CAUC,Tianjin 300300,China)
  • Received:2015-10-27 Revised:2015-11-22 Online:2016-08-26 Published:2016-10-13

摘要:

机场道面的不均匀变形问题日益凸显,飞机在不均匀变形道面上滑行时将会产生较大的竖向振动响应。目前对于不均匀变形道面能否进行正常使用尚没有明确标准,针对这一问题,本文基于飞机二自由度飞机-道面振动简化模型,建立了飞机-道面振动方程,以道面许可动载系数限值作为评价标准,基于振动方程构建了不均匀变形道面的Simulink 仿真评价系统。最后选取了3 个飞机滑行时的代表速度0.2v0、0.5v0 和0.8v0,利用所建立仿真评价系统对3 个代表速度所对应的道面进行了平整度标准分析。结果表明:0.2v0、0.5v0和0.8v0 3 种代表速度下最大允许变形波幅分别为0.046 m、0.043 m和0.021 m;道面最大凹陷允许标准与飞机滑跑速度密切相关,并不取决于机场等级。

关键词: 不均匀变形, 平整度, 1/4 车模型, Simulink仿真, 评价系统

Abstract:

Uneven deformation of airport pavement has become increasingly prominent. Aircrafts have a greater vertical vibration response when glide through the uneven deformation path. At present, the normal nce of uneven deformation pavement has no clear standard. To solve this problem, a plane-road surface vibration equation is established based on two degrees of freedom aircraft-road surface vibration simplified model, choosing dynamic load factor limits as evaluation criteria and the simulation evaluation system of uneven deformation pavement is constructed based on vibration equation. Finally,representatives of the three aircraft taxiing speeds(0.2v0,0.5v0 and 0.8v0)are selected meanwhile,simulation evaluation system is used to analyze to pavement flatness of corresponding rate. Results show that three kinds of representatives velocity amplitude (0.2v0,0.5v0 and 0.8v0)at the maximum allowable deformation are 0.046 m,0.043 m and 0.021 m; maximum allowable pavement depressions are closely related to aircraft taxiing speed ragher than airport rank.

Key words: uneven deformation, roughness, quarter car model, Simulink simulation, evaluation system

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