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    Experimental Study of Full-Scale Corroded Steel Bridge Piles Repaired Underwater with Grout-Filled Fiber-Reinforced Polymer Jackets 

    Source: Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 003
    Author(s): Karagah H.;Dawood M.;Belarbi A.
    Publisher: American Society of Civil Engineers
    Abstract: Steel bridge piles, many of which have been in service for over half a century across the United States, are now deteriorating because of corrosion. They often require retrofitting to restore their capacities to their ...
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    Inelastic Buckling Behavior of Steel H-Piles with Localized Severe Corrosion 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 003
    Author(s): Cheng; Shi; Hossein; Karagah; Abdeldjelil; Belarbi; Mina; Dawood
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the findings of an experimental and analytical research study that was conducted to evaluate the buckling behavior of steel bridge piles with localized severe section loss. Seven full-scale H-piles with ...
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    Inelastic Buckling Behavior of Steel H-Piles with Localized Severe Corrosion 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 003
    Author(s): Cheng Shi; Hossein Karagah; Abdeldjelil Belarbi; Mina Dawood
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the findings of an experimental and analytical research study that was conducted to evaluate the buckling behavior of steel bridge piles with localized severe section loss. Seven full-scale H-piles with ...
    Request PDF
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