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    Reliability-Based Modeling of Bridge Deterioration Hazards 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): John Sobanjo; Primus Mtenga; Michelle Rambo-Roddenberry
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results from a study on the deterioration patterns of highway bridges, using estimated sojourn times of bridge components in various deterioration states (condition). With emphasis on the age that ...
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    Full-Scale AASHTO Type II Girders Prestressed with Stainless Steel Strands 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 009:;page 04021065-1
    Author(s): Anwer Al-Kaimakchi; Michelle Rambo-Roddenberry
    Publisher: ASCE
    Abstract: Stainless steel strands are a new technology and option available for the bridge industry. They have high corrosion resistance, which will result in more durable and low-maintenance concrete bridges. However, stainless ...
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    Structural Assessment of AASHTO Type II Prestressed Concrete Girder with GFRP or Stainless-Steel Shear Reinforcement 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 007:;page 04022056
    Author(s): Anwer Al-Kaimakchi; Michelle Rambo-Roddenberry
    Publisher: ASCE
    Abstract: Concrete bridges in extremely aggressive environments deteriorate mainly from corrosion of carbon steel prestressing strands and rebars. In prestressed concrete girders, corrosion might occur in the transverse reinforcement, ...
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    Barrier Effect on Transverse Load Distribution for Prestressed Concrete Segmental Box Girder Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): Michelle Rambo-Roddenberry; Daniel Kuhn; R. Glenn Tindale
    Publisher: American Society of Civil Engineers
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