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    Fatigue Resistance of HPS-485W (70 W) Continuous Plate with Punched Holes 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 001
    Author(s): Caroline R. Bennett; James A. Swanson; Daniel G. Linzell
    Publisher: American Society of Civil Engineers
    Abstract: Twenty-nine specimens were tested to investigate the fatigue resistance of high-performance steel (HPS-485W)
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    Fatigue Resistance of HPS-485 W (70 W) Welded Butt-Splice Connections Using Narrow Gap Improved Electroslag Welding 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 006
    Author(s): Caroline R. Bennett; James A. Swanson; Daniel G. Linzell
    Publisher: American Society of Civil Engineers
    Abstract: The writers investigated the performance of narrow gap improved electroslag weld (NGI-ESW) procedures in welded butt splices using high-performance steel grade HPS-485 W (70 W) through comparison against similar specimens ...
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    Closure to “Characterization of Material Properties of HPS-485W (70 W) TMCP for Bridge Girder Applications” by Caroline R. Kayser, James A. Swanson, and Daniel G. Linzell 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author(s): Caroline R. Bennett; James A. Swanson; Daniel G. Linzell
    Publisher: American Society of Civil Engineers
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    Fatigue Enhancement of Welded Details in Steel Bridges Using CFRP Overlay Elements 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 002
    Author(s): Benjamin N. Kaan; Fatih Alemdar; Caroline R. Bennett; Adolfo Matamoros; Ron Barrett-Gonzalez; Stan Rolfe
    Publisher: American Society of Civil Engineers
    Abstract: Carbon-fiber reinforced polymer (CFRP)-overlay elements were developed with the purpose of enhancing the fatigue performance of welded connections in steel bridge girders. Fatigue tests of seven specimens, including four ...
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