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    Finite Displacement Behavior of Curved I-Girder Webs Subjected to Bending 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author(s): James S. Davidson; Scott R. Ballance; Chai H. Yoo
    Publisher: American Society of Civil Engineers
    Abstract: Curvature greatly complicates the behavior of curved plate girders used in bridges. The out-of-plane “bulging” displacement of the curved web results in an increase in stress, which must be considered in the design of plate ...
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    Behavior of Curved I-Girder Webs Subjected to Combined Bending and Shear 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    Author(s): James S. Davidson; Scott R. Ballance; Chai H. Yoo
    Publisher: American Society of Civil Engineers
    Abstract: Two previous papers by the writers described the buckling and finite-displacement behavior of curved I-girder web panels subjected to pure bending, presented a theoretically pure analytical model, and presented equations ...
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    Analytical Model of Curved I-Girder Web Panels Subjected to Bending 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author(s): James S. Davidson; Scott R. Ballance; Chai H. Yoo
    Publisher: American Society of Civil Engineers
    Abstract: Curvature greatly complicates the behavior of curved plate girders used in bridges. The out-of-plane “bulging” displacement of the curved web results in an increase in stress, which must be considered in the design of plate ...
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    Effects of Longitudinal Stiffeners on Curved I-Girder Webs 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    Author(s): James S. Davidson; Scott R. Ballance; Chai H. Yoo
    Publisher: American Society of Civil Engineers
    Abstract: Two previous papers by the writers described the buckling and finite-displacement behavior of curved I-girder web panels without longitudinal stiffeners subjected to pure bending, presented a theoretically pure analytical ...
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