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    Assessment of Bridge Remaining Fatigue Life through Field Strain Measurement 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 006
    Author(s): Y. Edward Zhou
    Publisher: American Society of Civil Engineers
    Abstract: With the aging of existing steel bridges and the accumulated stress cycles under traffic loads, assessment of remaining fatigue life for continuing service has become more important than ever, especially for decisions on ...
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    Investigation of Large Web Fractures of Welded Steel Plate Girder Bridge 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 004
    Author(s): Y. Edward Zhou; Amy Eitel Biegalski
    Publisher: American Society of Civil Engineers
    Abstract: Constructed in 1972 with ASTM A36 (250 MPa) steel, a highway bridge in Maryland is comprised of seven welded steel plate girders of a constant web depth of 2,286 mm (90 in.). In March 2003, the web fractures of two steel ...
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    Investigation and Retrofit of Distortion-Induced Fatigue Cracks in a Double-Deck Cantilever-Suspended Steel Truss Bridge 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Y. Edward Zhou; Jason B. Beecher; Mark R. Guzda; David R. Cunningham
    Publisher: American Society of Civil Engineers
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    Bilinear S-N Curves and Equivalent Stress Ranges for Fatigue Life Estimation 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 001
    Author(s): Ben T.; Yen; Ian C.; Hodgson; Y. Edward; Zhou; Brenda B.; Crudele
    Publisher: American Society of Civil Engineers
    Abstract: With the magnitude of some stress cycles in a live load stress range spectrum being higher than the constant amplitude fatigue limit (CAFL) of a structural detail, the development of a fatigue crack could be expected. The ...
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    Behavior and Fatigue Performance of Details in an Orthotropic Steel Bridge with UHPC-Deck Plate Composite System under In-Service Traffic Flows 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 003
    Author(s): Zhu Zhiwen;Yuan Tao;Xiang Ze;Huang Yan;Zhou Y. Edward;Shao Xudong
    Publisher: American Society of Civil Engineers
    Abstract: Using field monitoring and finite-element analysis (FEA), this paper presents the results of an investigation on stress behavior and fatigue life estimation of fatigue-prone details on an orthotropic steel deck (OSD) with ...
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