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    Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 006
    Author(s): Benjamin A. Graybeal
    Publisher: American Society of Civil Engineers
    Abstract: The flexural behavior of an ultrahigh-performance concrete (UHPC) was investigated through the testing and related analysis of a full-scale prestressed I-girder. A
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    Modeling Structural Performance of Second-Generation Ultrahigh-Performance Concrete Pi-Girders 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 004
    Author(s): Linfeng Chen; Benjamin A. Graybeal
    Publisher: American Society of Civil Engineers
    Abstract: The concrete-damaged plasticity (CDP) model with proposed material properties replicated the observed deflection and strain responses of three experimentally tested I-girders and was determined to be consistent for different ...
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    Dimensional Stability of Grout-Type Materials Used as Connections between Prefabricated Concrete Elements 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
    Author(s): Igor De la Varga; Benjamin A. Graybeal
    Publisher: American Society of Civil Engineers
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    Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022013
    Author(s): Rafic G. El-Helou; Benjamin A. Graybeal
    Publisher: ASCE
    Abstract: Beams made of ultrahigh-performance concrete (UHPC), a fiber-reinforced concrete with high compressive strength and tensile strain-hardening characteristics, exhibit flexural behaviors that are different than those ...
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    Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022017
    Author(s): Rafic G. El-Helou; Benjamin A. Graybeal
    Publisher: ASCE
    Abstract: Because of their tensile strain-hardening characteristics, ultrahigh-performance concrete (UHPC) materials offer significant advantages in terms of beam shear capacity and postcracking behavior compared to conventional ...
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    Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003:;page 04024004-1
    Author(s): Zachary B. Haber; Benjamin A. Graybeal
    Publisher: ASCE
    Abstract: This paper presents a series of strengthening concepts for steel through-girder bridges using ultrahigh-performance concrete (UHPC) and external post-tensioning (PT). Five concepts were investigated either by large-scale ...
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    Ultimate Behavior of Deck-to-Girder Composite Connection Details Using UHPC 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 007
    Author(s): Zachary B. Haber; Benjamin A. Graybeal; Brian Nakashoji
    Publisher: ASCE
    Abstract: Prefabricated bridge deck panels are a popular option for new construction and bridge rehabilitation. Further, ultra-high-performance concrete (UHPC) has become a common option for closure pours between adjacent prefabricated ...
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    Routine Highway Bridge Inspection Condition Documentation Accuracy and Reliability 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 004
    Author(s): Brent M. Phares; Glenn A. Washer; Dennis D. Rolander; Benjamin A. Graybeal; Mark Moore
    Publisher: American Society of Civil Engineers
    Abstract: Routine inspection is the most common form of highway bridge inspection to satisfy the requirements of the National Bridge Inspection Standards. The accuracy and reliability of documentation generated during these inspections ...
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