Mechanical behavior of composite girder with perfobond shear connector under hogging moment

Jun He, Yuqing Liu, Chen Zhao, Airong Chen, Teruhiko Yoda

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

    Abstract

    The mechanical behavior of the support regions for continuous composite girders with tensile stresses in the concrete slab and compressive stresses in the lower steel profile becomes strongly nonlinear under negative bending moments. A static test on four half-scale model of a steel and concrete composite girders with different shear connectors including studs and PBL under hogging moments was conducted and observed to evaluate the influence of shear connector on inelastic behavior such as flexural stiffness reduction, crack initiation and development in concrete slab. From the test results, the flexural stiffness and loading capacity of the composite girders were improved by PBL shear connector. Higher initial cracking load and crack resistance stiffness of composite girders with PBL shear connector under serviceability limit state was obtained during crack development process. The test specimen could be assumed as full composite section until the ultimate state from load-slip relationship of shear connector. Analytical and experimental studies can serve as a basis for continuous composite bridges design.

    Original languageEnglish
    Title of host publicationAdvanced Materials Research
    Pages1046-1053
    Number of pages8
    Volume446-449
    DOIs
    Publication statusPublished - 2012
    Event2nd International Conference on Structures and Building Materials, ICSBM 2012 - Hangzhou
    Duration: 2012 Mar 92012 Mar 11

    Publication series

    NameAdvanced Materials Research
    Volume446-449
    ISSN (Print)10226680

    Other

    Other2nd International Conference on Structures and Building Materials, ICSBM 2012
    CityHangzhou
    Period12/3/912/3/11

    Fingerprint

    Beams and girders
    Composite materials
    Concrete slabs
    Stiffness
    Composite bridges
    Cracks
    Steel
    Bending moments
    Compressive stress
    Crack initiation
    Tensile stress
    Loads (forces)
    Concretes

    Keywords

    • Composite girder
    • Hogging moment
    • Mechanical behavior
    • Perfobond shear connector

    ASJC Scopus subject areas

    • Engineering(all)

    Cite this

    He, J., Liu, Y., Zhao, C., Chen, A., & Yoda, T. (2012). Mechanical behavior of composite girder with perfobond shear connector under hogging moment. In Advanced Materials Research (Vol. 446-449, pp. 1046-1053). (Advanced Materials Research; Vol. 446-449). https://doi.org/10.4028/www.scientific.net/AMR.446-449.1046

    Mechanical behavior of composite girder with perfobond shear connector under hogging moment. / He, Jun; Liu, Yuqing; Zhao, Chen; Chen, Airong; Yoda, Teruhiko.

    Advanced Materials Research. Vol. 446-449 2012. p. 1046-1053 (Advanced Materials Research; Vol. 446-449).

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

    He, J, Liu, Y, Zhao, C, Chen, A & Yoda, T 2012, Mechanical behavior of composite girder with perfobond shear connector under hogging moment. in Advanced Materials Research. vol. 446-449, Advanced Materials Research, vol. 446-449, pp. 1046-1053, 2nd International Conference on Structures and Building Materials, ICSBM 2012, Hangzhou, 12/3/9. https://doi.org/10.4028/www.scientific.net/AMR.446-449.1046
    He J, Liu Y, Zhao C, Chen A, Yoda T. Mechanical behavior of composite girder with perfobond shear connector under hogging moment. In Advanced Materials Research. Vol. 446-449. 2012. p. 1046-1053. (Advanced Materials Research). https://doi.org/10.4028/www.scientific.net/AMR.446-449.1046
    He, Jun ; Liu, Yuqing ; Zhao, Chen ; Chen, Airong ; Yoda, Teruhiko. / Mechanical behavior of composite girder with perfobond shear connector under hogging moment. Advanced Materials Research. Vol. 446-449 2012. pp. 1046-1053 (Advanced Materials Research).
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