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    Full-Scale Testing of Shear Key Details for Precast Concrete Box-Beam Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 009
    Author(s): Jiqiu Yuan; Benjamin Graybeal
    Publisher: American Society of Civil Engineers
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    Durability of an Ultrahigh-Performance Concrete 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
    Author(s): Benjamin Graybeal; Jussara Tanesi
    Publisher: American Society of Civil Engineers
    Abstract: Significant recent advancements in cement-based, fiber-reinforced composite materials have stretched the bounds of concrete into the realm of ultrahigh-performance concrete (UHPC). The durability of a commercially available ...
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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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    Time-Dependent Properties of Ultrahigh-Performance Concrete: Compressive Creep and Shrinkage 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006:;page 04022096
    Author(s): Alireza Mohebbi; Benjamin Graybeal; Zachary Haber
    Publisher: ASCE
    Abstract: Ultrahigh-performance concrete (UHPC) is a new class of concrete, differentiated from conventional concrete by clear distinctions in its material behaviors. Understanding and managing time-dependent properties is necessary ...
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    Development of UHPC Pi-Girder Sections for Span Length up to 41 m 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 003
    Author(s): Gang; Zhang; Benjamin A.; Graybeal
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh performance concrete (UHPC) presents many superior properties, such as advanced strength, durability, and long-term stability. The use of existing cross section geometries for materials with advanced properties ...
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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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    Modeling Structural Performance of Ultrahigh Performance Concrete I-Girders 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 005
    Author(s): Linfeng; Chen; Benjamin A.; Graybeal
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh performance concrete (UHPC) is an advanced cementitious composite material that has been developed in recent decades. When compared with more conventional cement-based concrete materials, UHPC tends to exhibit ...
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    Snowmelt-Related Flood Risk in Appalachia: First Estimates from a Historical Snow Climatology 

    Source: Journal of Applied Meteorology and Climatology:;2006:;volume( 045 ):;issue: 001:;page 178
    Author(s): Graybeal, Daniel Y.; Leathers, Daniel J.
    Publisher: American Meteorological Society
    Abstract: A first attempt has been made toward quantifying the risk of snowmelt-related flooding in the central and southern Appalachian Mountains of the United States (from 35° to 42°N). In the last decade, two major events occurred ...
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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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    Lap-Spliced Rebar Connections with UHPC Closures 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 006
    Author(s): Haber Zachary B.;Graybeal Benjamin A.
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh performance concrete (UHPC) is gaining attention from the bridge community as a compelling option for closure pours that complete prefabricated bridge element (PBE) connections; these connections typically use ...
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