Anchorage System to Prestress FRP Laminates for Flexural Strengthening of Steel-Concrete Composite Girders

作者：El Hacha Raafat^*; Aly Mohamed Y E

来源：Journal of Composites for Construction, 2013, 17(3): 324-335.

DOI：10.1061/(ASCE)CC.1943-5614.0000323

• Anchorage
• Carbon
• Composite
• Concrete
• Ductility
• Modulus
• Fiber-reinforced polymer
• Prestressed
• Static
• Steel
• Strength
• Strengthening

Using externally bonded (EB) fiber-reinforced polymer (FRP) laminates for strengthening steel-concrete composite girders has recently received more attention from researchers. By prestressing the EB FRP laminates, the material is used more efficiently because a greater portion of its tensile capacity is employed and it contributes to the load-bearing capacity under both service and ultimate conditions. This is an ideal technique because it combines the advantage of using noncorrosive and lightweight advanced composite materials in the form of bonded FRP laminates with the high efficiency offered by external prestressing. An innovative mechanical anchorage system was developed to prestress the FRP laminates directly by jacking and reacting against the steel girder itself. The efficiency of the system was investigated using two types of FRP laminates for flexural strengthening of large-scale steel-concrete composite girders. The used FRP composite materials included carbon-fiber-reinforced polymer (CFRP) plate and steel-fiber-reinforced polymer (SFRP) sheets. The developed anchorage/prestressing system was easy to use/apply and proved to be a feasible and practical system for prestressing both CFRP plate and SFRP sheet. The prestressing levels in the FRP laminates were sufficiently maintained. The prestressing losses were insignificant.

• 出版日期2013-6