The Damage Analysis of Asphalt Pavement Under Repeated Loads

    Volume 37, Issue 5 (September 2009)

    ISSN: 0090-3973

    CODEN: JTEOAD

    Published Online: 9 July 2009

    Page Count: 5


    Jingsong, Shan
    College of Civil Engineering and Architecture, SUST, Qingdao, Shandong

    Xiaoming, Huang
    School of Transportation, Southeast Univ., Nanjing, Jiangsu

    (Received 6 January 2009; accepted 8 May 2009)

    Abstract

    Generally, the process of pavement deterioration occurs before the macrocrack appearing in asphalt pavement structure. It is always useful to understand the causes of pavement cracking and present preventive measures. In this paper, damage regularity of asphalt pavement under the condition of repeated loading is studied in terms of dynamic damage finite element method. The software ABAQUS was used for calculation and subroutine of damage was obtained by using the interface of the vectorized user material routine. The relationships between the times of loading and the damage degree, maximum tension stress of element and maximum tension strain of element are analyzed and discussed.


    Paper ID: JTE003107

    DOI: 10.1520/JTE003107

    ASTM International is a member of CrossRef.

    Author
    Title The Damage Analysis of Asphalt Pavement Under Repeated Loads
    Symposium , 0000-00-00
    Committee