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    Design of a Test Specimen to Assess the Effective Bond Length of Carbon Fiber-Reinforced Polymer Strips Bonded to Fatigued Steel Bridge Girders 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 004
    Author(s): Katsuyoshi Nozaka; Carol K. Shield; Jerome F. Hajjar
    Publisher: American Society of Civil Engineers
    Abstract: Single-lap and double-lap specimens have been widely used to determine the shear strength of epoxy adhesives for many applications, including mechanical joints and retrofit of wing skins. Although it has been known that ...
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    Effective Bond Length of Carbon-Fiber-Reinforced Polymer Strips Bonded to Fatigued Steel Bridge I-Girders 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author(s): Katsuyoshi Nozaka; Carol K. Shield; Jerome F. Hajjar
    Publisher: American Society of Civil Engineers
    Abstract: After years in service, many steel girders have deteriorated to the point where fatigue cracks have initiated in the girders. In girders having cover plates that do not terminate in a compression region, a common type of ...
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    Experimental Study on Moment–Plastic Rotation Capacity of Hybrid Beams 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004
    Author(s): Mitsuru Ito; Katsuyoshi Nozaka; Takahiro Shirosaki; Kenjiro Yamasaki
    Publisher: American Society of Civil Engineers
    Abstract: The moment–inelastic rotation behavior of hybrid steel girder bridges is experimentally investigated. Six welded girders having compact flanges and webs are statically loaded under three-point bending condition in order ...
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