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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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    Parametric Study of Concrete Integral Abutment Bridges 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
    Author(s): Jimin Huang; Carol K. Shield; Catherine E. W. French
    Publisher: American Society of Civil Engineers
    Abstract: A parametric study was conducted to extend the results of an experimental program on a concrete integral abutment (IA) bridge in Rochester, MN to other integral abutment bridges with different design variables including ...
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    Transverse Joint Details with Tight Bend Diameter U-Bars for Accelerated Bridge Construction 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Zhongguo John Ma; Samuel Lewis; Qi Cao; Zhiqi He; Edwin G. Burdette; Catherine E. W. French
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on an investigation of transverse joint details with tight bend diameter U-bars for accelerated bridge construction. It presents the testing results of potential alternate reinforcing materials and joint ...
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