Load-Displacement of Masonry Panels with Unbonded and Intermittently Bonded FRP. I: Analytical Model-Reference-Cited by-同舟云学术

Load-Displacement of Masonry Panels with Unbonded and Intermittently Bonded FRP. I: Analytical Model

Published:2007-02 Issue:1 Volume:11 Page:15-23
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Korany Yasser¹²,Drysdale Robert¹²

Affiliation:

1. Structural Engineer, Structural Diagnostics Services, Walter P. Moore, 920 Main St., Kansas City, MO 64105; formerly, NSERC Postdoctoral Fellow, Center for Infrastructure Engineering Studies, Civil, Architectural, and Environmental Engineering Dept., Univ. of Missouri–Rolla, 223 Engineering Research Lab, 1870 Miner Circle, Rolla, MO 65409. E-mail: ykorany@walterpmoore.com

2. Professor Emeritus, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. W., Hamilton ON, Canada L8S 4L7. E-mail: drysdale@mcmaster.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282007%2911%3A1%2815%29

Reference10 articles.

1. Cosenza E. Manfredi G. and Realfonzo R. (1995). “Analytical modeling of bond between FRP reinforcing bars and concrete.” Proc. 2nd Int. RILEM Symp. on Non-Metallic Reinforcement for Concrete Structures E & FN Spon London 164–171.

2. Cosenza E. Manfredi G. and Realfonzo R. (1996). “Bond characteristics and anchorage length of FRP rebars.” Proc. Advanced Composite Materials in Bridges and Structures—2nd Int. Conf. Montreal 909–916.

3. Behavior and Modeling of Bond of FRP Rebars to Concrete

4. Bond between near-surface mounted fiber-reinforced polymer rods and concrete in structural strengthening;De Lorenzis L.;ACI Struct. J.,2002

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