Analysis of Scaling and Instability in FRP-Concrete Shear Debonding for Beam-Strengthening Applications

Author:

Ali-Ahmad Mohamad K.123,Subramaniam Kolluru V.123,Ghosn Michel123

Affiliation:

1. Engineer, Goldstein Associates, 31 W. 27th St., New York, NY 10001. E-mail: Mali-ahma@gace.net

2. Associate Professor, Dept. of Civil Engineering, The City College of the City Univ. of New York, Steinman Hall, New York, N.Y. 10031 (corresponding author).

3. Professor, Dept. of Civil Engineering, The City College of the City Univ. of New York, Steinman Hall, New York, N.Y. 10031. E-mail: ghosn@ce.ccny.cuny.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference44 articles.

1. Ali-Ahmad M. Subramaniam K. and Ghosn M. (2004). “Fracture analysis of the debonding between FRP and concrete using digital image correlation.” Proc. 5th Int. Conf. on Fracture of Concrete and Concrete Structures Vail Colo. V. Li C. Leung C. Willam and S. Billington eds. Vol. 2 787–793.

2. Experimental Investigation and Fracture Analysis of Debonding between Concrete and FRP Sheets

3. Brittle failure in FRP plate and sheet-bonded beams;Arduini M.;ACI Struct. J.,1997

4. Parametric study of beams with externally bonded FRP reinforcement;Arduini M.;ACI Struct. J.,1997

5. Argyris J. H. (1965). “Continua and discontinua.” Proc. 1st Conf. on Matrix Methods in Structural Mechanics Wright-Patterson Air Force Base Ohio 11–189.

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