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    Field Evaluation of Staged Concrete Bridge Deck Pours Adjacent to Live Traffic 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
    Author(s): Peter J. Weatherer; Brock D. Hedegaard
    Publisher: American Society of Civil Engineers
    Abstract: Staged construction is the practice in which traffic is maintained on a bridge while it is constructed in phases. When cast-in-place concrete decks are used with staged construction, the concrete deck must cure while ...
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    Long-Term Monitoring Strategy for Time-Dependent Deflections of Posttensioned Concrete Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Brock D. Hedegaard; Catherine E. W. French; Carol K. Shield
    Publisher: American Society of Civil Engineers
    Abstract: A monitoring strategy for investigating the long-term longitudinal deflections at the expansion joints of the I-35W St. Anthony Falls Bridge was developed as a means of inferring the integrity of the bearings. During the ...
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    Time-Dependent Monitoring and Modeling of I-35W St. Anthony Falls Bridge. II: Finite-Element Modeling 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 007
    Author(s): Brock D. Hedegaard; Catherine E. W. French; Carol K. Shield
    Publisher: American Society of Civil Engineers
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    Smeared-Bar Model for Viscoelastic Analysis of Uncracked Reinforced Concrete Structures 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): Brock D. Hedegaard; Carol K. Shield; Catherine E. W. French
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a technique for computing the time-dependent behavior of reinforced and prestressed concrete as a composite material. This technique, when implemented in a finite-element model and assuming that the ...
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    Effects of Cyclic Temperature on the Time-Dependent Behavior of Posttensioned Concrete Bridges 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Brock D. Hedegaard; Catherine E. W. French; Carol K. Shield
    Publisher: American Society of Civil Engineers
    Abstract: Typically, measurement and analysis of concrete time-dependent behaviors such as creep and shrinkage are performed under the assumption of constant temperature conditions. However, many structures in the field are subject ...
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    Behavior of Longitudinal Joints in Staged Concrete Bridge Decks Subject to Displacements during Curing 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 007
    Author(s): Peter J. Weatherer; Luis B. Fargier-Galbadón; Brock D. Hedegaard; Gustavo J. Parra-Montesinos
    Publisher: American Society of Civil Engineers
    Abstract: Staged bridge deck construction is the practice whereby a portion of a bridge is left open to traffic while the closed portion is constructed, repaired, replaced, or widened. Traffic-induced deflections and vibrations ...
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    Load Distribution in Reinforced Concrete Slab Span Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 009:;page 04024065-1
    Author(s): Brock D. Hedegaard; Benjamin Z. Dymond; Lauren E. Linderman; Kendall A. Hill
    Publisher: American Society of Civil Engineers
    Abstract: Changes in vehicular loading over time have caused some concrete slab span bridges to rate poorly when considering modern truck weights, which leads to load posting and restrictions that in turn lengthen trucking routes. ...
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