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    Field Testing and Analysis of CRC Deck Girder Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 001
    Author(s): Tanarat Potisuk; Christopher Higgins
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents findings of field tests and analysis of two conventionally reinforced concrete (CRC) deck girder bridges designed in the 1950s. The bridges are in-service and exhibit diagonal cracks. Stirrup strains ...
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    Discussion of “Nonlinear Truss Analysis by One Matrix Inversion” by A. Fafitis 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Michael H. Scott; Tanarat Potisuk
    Publisher: American Society of Civil Engineers
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    High-Cycle Fatigue of Diagonally Cracked Reinforced Concrete Bridge Girders: Field Tests 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 006
    Author(s): Christopher Higgins; William C. Farrow III; Brian S. Nicholas; Tanarat Potisuk
    Publisher: American Society of Civil Engineers
    Abstract: Large numbers of conventionally reinforced concrete deck–girder (RCDG) bridges remain in-service in the national highway system. Diagonal cracks have been identified in many of these bridges, which are exposed to millions ...
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    High-Cycle Fatigue of Diagonally Cracked RC Bridge Girders: Laboratory Tests 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 002
    Author(s): Christopher Higgins; Ae-Young Lee; Tanarat Potisuk; Richard W. B. Forrest
    Publisher: American Society of Civil Engineers
    Abstract: Large numbers of conventionally RC deck–girder bridges are in the national highway system. Diagonal cracks have been identified in many of these bridges, which are exposed to millions of load cycles during service life. ...
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    Tests of RC Deck Girders with 1950s Vintage Details 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005
    Author(s): Christopher Higgins; Tanarat Potisuk; William C. Farrow III; Melissa J. Robelo; Theresa K. McAuliffe; Brian S. Nicholas
    Publisher: American Society of Civil Engineers
    Abstract: Large numbers of conventionally reinforced concrete (CRC) bridges in the national bridge inventory built during the 1950s are lightly reinforced for shear. Inspections revealed many of these bridges exhibit diagonal cracks ...
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