论文信息 - Out-of-plane bending of FRP-reinforced masonry walls

Out-of-plane bending of FRP-reinforced masonry walls

High-performance fibers are being widely researched for repair and rehabilitation in civil engineering structures. The potential benefits, liabilities, and architectural considerations regarding the use of high-performance fibers for reinforcing masonry structures are discussed with an emphasis on out-of-plane bending. Examples are provided of structure reinforcement and repair by the use of fiber based systems. Test programs are described and test results are included.

C. W. Dolan | J. M. Gilstrap | J. Gilstrap

[1] H. Budelmann,et al. Creep Rupture Behavior of FRP Elements for Prestressed Concrete--Phenomenon, Results and Forecast Models , 1993 .

[2] Hota V. S. GangaRao,et al. Bending Response of Beams Reinforced With FRP Rebars for Varying Concrete Strengths , 1991 .

[3] H. Saadatmanesh,et al. Flexural Behavior of Masonry Walls Strengthened With Composite Fabrics , 1993 .

[4] Charles W. Dolan,et al. Composite materials reinforcement of existing masonry walls , 1996 .

[5] M. Erki,et al. FRP Reinforcement for Concrete Structures , 1993 .

[6] Srinivasa L. Iyer,et al. Testing and Evaluating Fiberglass, Graphite, and Steel Prestressing Cables for Pretensioned Beams , 1991 .