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飞机主起落架构型对道面力学响应的影响

张献民 董倩 吕耀志

张献民, 董倩, 吕耀志, . 飞机主起落架构型对道面力学响应的影响[J]. 西南交通大学学报, 2014, 27(4): 675-681. doi: 10.3969/j.issn.0258-2724.2014.04.018
引用本文: 张献民, 董倩, 吕耀志, . 飞机主起落架构型对道面力学响应的影响[J]. 西南交通大学学报, 2014, 27(4): 675-681. doi: 10.3969/j.issn.0258-2724.2014.04.018
ZHANG Xianmin, DONG Qian, LÜ, Yaozhi. Mechanical Responses of Pavement under Aircrafts with Different Main Landing Gears[J]. Journal of Southwest Jiaotong University, 2014, 27(4): 675-681. doi: 10.3969/j.issn.0258-2724.2014.04.018
Citation: ZHANG Xianmin, DONG Qian, LÜ, Yaozhi. Mechanical Responses of Pavement under Aircrafts with Different Main Landing Gears[J]. Journal of Southwest Jiaotong University, 2014, 27(4): 675-681. doi: 10.3969/j.issn.0258-2724.2014.04.018

飞机主起落架构型对道面力学响应的影响

doi: 10.3969/j.issn.0258-2724.2014.04.018
基金项目: 

国家自然科学基金资助项目(51178456)

中央高校基本科研业务费专项资金资助项目(3122013P002)

Mechanical Responses of Pavement under Aircrafts with Different Main Landing Gears

  • 摘要: 为给飞机和跑道的优化设计提供参考和理论依据,基于弹性层状体系理论,建立了水泥混凝土跑道的三维有限元模型;选取了2组荷载水平相当、主起落架构型差异明显的飞机,对比分析了飞机主起落架构型变化对跑道全宽度位移、应变、板底拉应力以及土基响应深度的影响.模拟结果表明:当荷载相同时,主起落架上机轮总数越多,水泥混凝土道面板位移峰值、板底最大拉应力越小,起落架构型差异导致的道面板位移峰值相差13%左右,板底拉应力相差达35%;起落架间距越小,荷载作用区位移曲线越平缓,荷载作用区拉应变越小,土基响应深度越大,起落架构型变化导致的荷载作用区拉应变相差12%,土基响应深度相差14%;主起落架构型变化对距离荷载作用位置较远区域的竖向位移基本无影响.

     

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  • 收稿日期:  2013-09-12
  • 刊出日期:  2014-08-25

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