• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 25 Issue 3
May  2012
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Article Contents
LIANG Lei, GU Qiangkang, LIU Guodong, ZHANG Renyi, JIANG Le. Using ADAMS to Assess Dynamic Load of Pavement during Aircraft Landing[J]. Journal of Southwest Jiaotong University, 2012, 25(3): 502-508. doi: 10.3969/j.issn.0258-2724.2012.03.024
Citation: LIANG Lei, GU Qiangkang, LIU Guodong, ZHANG Renyi, JIANG Le. Using ADAMS to Assess Dynamic Load of Pavement during Aircraft Landing[J]. Journal of Southwest Jiaotong University, 2012, 25(3): 502-508. doi: 10.3969/j.issn.0258-2724.2012.03.024

Using ADAMS to Assess Dynamic Load of Pavement during Aircraft Landing

doi: 10.3969/j.issn.0258-2724.2012.03.024
  • Received Date: 11 May 2011
  • Publish Date: 25 Jun 2012
  • In order to provide a rational dynamic load coefficient for airport rigid pavement design and reduce the workload of the pavement dynamic load test, the software ADAMS was used to analyze the dynamic response mechanisms of the vertical load, longitudinal load, and lateral load on the pavement. The loading sensitivity of the pavement was analyzed by independently varying pitch angle, roll angle, initial descending rate, and initial ground clearance. In addition, different roughness levels of pavements were generated by the white noise linear filtering method to study the effect of roughness level on the dynamic load response of pavements. The results show that when the initial descending speed increases from 0 to 3 m/s, the dynamic load coefficient increases from 0.677 to 1.623; the horizontal load during aircraft landing is mainly in the longitudinal direction; and the peak value of aircraft dynamic load on level H pavement increases 68.71% than level A pavement.

     

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