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    Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022092
    Author(s): Joseph Saunders; Yixin Chen; Jayne A. Marks; Ian Hodgson; Richard Sause; Brian M. Kozy
    Publisher: ASCE
    Abstract: Full-scale laboratory tests were conducted to assess the fatigue performance of a new rib-to-floor beam (RFB) connection with a stress relieving slit for orthotropic steel decks (OSDs) in highway bridges. The slit rib-to-floor ...
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    Proposed Revisions to AASHTO-LRFD Bridge Design Specifications for Orthotropic Steel Deck Bridges 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author(s): Brian M. Kozy; Robert J. Connor; Duncan Paterson; Dennis R. Mertz
    Publisher: American Society of Civil Engineers
    Abstract: The orthotropic steel deck bridge is a structural system that has the potential to provide an extended service life and standardized modular design as compared to more conventional bridge construction. This paper summarizes ...
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    Finite-Element Fatigue Analysis of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 002:;page 04020123-1
    Author(s): Joseph Saunders; Yixin Chen; Jayne A. Marks; Ian Hodgson; Richard Sause; Brian M. Kozy
    Publisher: ASCE
    Abstract: The potential fatigue performance of a new type of rib-to-floor beam (RFB) connection for orthotropic steel decks, the slit connection, was investigated via finite-element analysis. The slit RFB connection combines aspects ...
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