Volume 40, Issue 7 (December 2012)

    Effect of Vehicle Speed on the Millau Viaduct Response

    (Received 1 May 2012; accepted 25 June 2012)

    Published Online: 2012

    CODEN: JTEOAD

      Format Pages Price  
    PDF 7 $25   ADD TO CART


    Abstract

    This paper deals with the influence of a bituminous mix surfacing on orthotropic deck bridges. These researches are part of a French national project “Orthoplus,” which is briefly introduced. The approach to take into account the surfacing and to develop calculation tools is explained. First, the behavior of the different bituminous constituent materials is investigated. A linear viscoelastic modeling is proposed with a rheological model, previously developed at the Civil Engineering and Buildings Dept. (“DGCB”) of the University of Lyon/ENTPE. This model is implemented in a Finite Elements code, which enables the simulation of any orthotropic structures. To validate the proposed numerical tool, the highest bridge in the world, the Millau Viaduct (France) is studied. In situ measurements were especially carried out on the Millau Viaduct. Focus is made on comparisons between experimental data and simulations results. Influence of vehicle speed on bridge response is also analyzed.


    Author Information:

    Pouget, Simon
    EIFFAGE Travaux Publics, Research and Development Dept., Corbas,

    Sauzéat, Cédric
    Univ. of Lyon, ENTPE, DGCB (FRE CNRS 3237), Vaulx-en-Velin,

    Di Benedetto, Hervé
    Univ. of Lyon, ENTPE, DGCB (FRE CNRS 3237), Vaulx-en-Velin,

    Olard, François
    EIFFAGE Travaux Publics, Research and Development Dept., Corbas,


    Stock #: JTE20120127

    ISSN: 0090-3973

    DOI: 10.1520/JTE20120127

    ASTM International is a member of CrossRef.

    Author
    Title Effect of Vehicle Speed on the Millau Viaduct Response
    Symposium , 0000-00-00
    Committee D04