Evaluation for corrosion state of reinforced gusset plate connection on steel truss bridge

Nguyen Xuan Tung, Kuniei Nogami, Masakazu Kurihara, Teruhiko Yoda, Hideyuki Kasano, Jun Murakoshi, Tadao Enomoto

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    Many existing steel bridges in Japan were built in high economic growth period and the number of bridges over 50 years will increase drastically in the upcoming years. Due to the heavy traffic and severe natural environment, the deterioration and damage will increase rapidly. Improvement of technologies related to inspection, diagnosis, repair, reinforcement and appropriate maintenance is needed. Concerning the steel truss bridges, the serious corrosion damage has been reported recently, especially on the diagonal members and the gusset plate connections. The fracture of these members of steel truss bridge is likely to lead the collapse of the entire truss bridge. In order to assess the healthy and corrosion damages of steel truss bridge appropriately, it is necessary to measure the corrosion on the main members and the connections. In this study, the detailed crevice corrosion shape of the two gusset plate connections was evaluated.

    Original languageEnglish
    Title of host publicationLife-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
    PublisherCRC Press/Balkema
    Pages761-766
    Number of pages6
    ISBN (Print)9781138001206
    Publication statusPublished - 2015
    Event4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 - Tokyo, Japan
    Duration: 2014 Nov 162014 Nov 19

    Other

    Other4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
    Country/TerritoryJapan
    CityTokyo
    Period14/11/1614/11/19

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Safety, Risk, Reliability and Quality

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