Fatigue Crack Assessment of Asphalt Concrete Pavement on a Single Span Highway Bridge Subjected to a Moving Truck

    Volume 40, Issue 6 (November 2012)

    ISSN: 0090-3973

    CODEN: JTEOAD

    Published Online: 1 September 2012

    Page Count: 15


    Seo, Youngguk
    Senior Researcher, Korea Highway Corporation, Hwaseong-si, Gyeonggi-do

    Baek, Cheolmin
    Senior Researcher, Korea Institute of Construction Technology, Goyang,

    Kim, Y. Richard
    Distinguished Univ. Professor, Alumni Distinguished Graduate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC

    (Received 11 July 2011; accepted 25 April 2012)

    Abstract

    Characterization of fatigue crack in asphalt concrete (AC) pavement placed on the bridge is quite complex because it involves not only viscoelastic behavior of AC mixture but also dynamic interaction between bridge and traffic. In this study, a new approach that accounts for these material and structural aspects of the problem has been proposed to evaluate the fatigue crack potential of AC pavement on the bridge. A highway bridge surfaced with the 13-mm stone mastic asphalt (SMA) pavement that was subjected to a moving two-axle dump truck was selected as a simulation target and its equation of motion was derived using the Lagrange’s formulation. Given the range of testing variables, the maximum center deflections of the bridge were calculated and converted into the peak strains at the bottom of the SMA pavement. A simplified linear viscoelastic continuum damage model (S-VECD) was then implemented for the strains ranging from the largest peak strain to the specified allowable strain to predict the fatigue life of the SMA. The outputs showed that the fatigue life of the SMA got shorter as strain increases, and that hard SMA failed earlier than soft SMA. It was also found that SMA’s temperature was more influential than vehicle’s speed in causing fatigue cracks.


    Paper ID: JTE104200

    DOI: 10.1520/JTE104200

    ASTM International is a member of CrossRef.

    Author
    Title Fatigue Crack Assessment of Asphalt Concrete Pavement on a Single Span Highway Bridge Subjected to a Moving Truck
    Symposium , 0000-00-00
    Committee D04