Search
Now showing items 1-3 of 3
Design of a Test Specimen to Assess the Effective Bond Length of Carbon Fiber-Reinforced Polymer Strips Bonded to Fatigued Steel Bridge Girders
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 ...
Effective Bond Length of Carbon-Fiber-Reinforced Polymer Strips Bonded to Fatigued Steel Bridge I-Girders
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 ...
Experimental Study on Moment–Plastic Rotation Capacity of Hybrid Beams
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 ...