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    Response of a Composite-Adjacent Box Beam Bridge with Skewed Beams under Static and Quasi-Static Loads 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 003
    Author(s): Rana Mutashar; Shad Sargand; Fouad T. Al Rikabi; Issam Khoury
    Publisher: American Society of Civil Engineers
    Abstract: Adjacent box beams are widely used for constructing short- and medium-span bridges on roadways throughout the United States. The performance of a straight, noncomposite-adjacent box beam bridge under a live load is well ...
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    Modeling the Shear Connection in Adjacent Box-Beam Bridges with Ultrahigh-Performance Concrete Joints. I: Model Calibration and Validation 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 008
    Author(s): Husam H. Hussein; Kenneth K. Walsh; Shad M. Sargand; Fouad T. Al Rikabi; Eric P. Steinberg
    Publisher: American Society of Civil Engineers
    Abstract: Recent research on ultrahigh-performance concrete (UHPC) for connection elements in highway bridges indicates an improvement in the performance of the overall bridge superstructure. However, there is limited information ...
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    Laboratory Evaluation of Ultrahigh-Performance Concrete Shear Key for Prestressed Adjacent Precast Concrete Box Girder Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 002
    Author(s): Husam H. Hussein; Shad M. Sargand; Fouad T. Al Rikabi; Eric P. Steinberg
    Publisher: American Society of Civil Engineers
    Abstract: Precast adjacent box girder bridges have become a preferred solution in several states due to their simple structure, economy, and ease of construction. However, longitudinal cracks often appear along the shear keys between ...
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