Structural Evaluation of Full-Scale FRP-Confined Reinforced Concrete Columns

Author:

De Luca Antonio12345,Nardone Fabio12345,Matta Fabio12345,Nanni Antonio12345,Lignola Gian Piero12345,Prota Andrea12345

Affiliation:

1. Postdoc, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 105 McArthur Engineering Bldg., Coral Gables, FL 33146-0630 (corresponding author).

2. Postdoc, Dept. of Structural Engineering, Univ. of Naples, Federico II, Via Claudio 21, Naples, P.O. Box I-80125, Italy.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Room C210, Columbia, SC 29208.

4. Lester and Gwen Fisher Endowed Scholar, Professor and Chair of Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 323 McArthur Engineering Bldg., Coral Gables, FL 33146-0630.and Professor, Dept. of Structural Engineering, Univ. of Naples, Federico II, Via Claudio 21, Naples, P.O. Box I-80125, Italy.

5. Assistant Professor, Dept. of Structural Engineering, Univ. of Naples, Federico II, Via Claudio 21, Naples, P.O. Box I-80125, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference45 articles.

1. American Concrete Institute (ACI). (1963). “Building code requirements for reinforced concrete.” ACI 318-63 Detroit.

2. Blanks R. F. and McNamara C. C. (1935). “Mass concrete tests in large cylinders.” Proc. ACI J. Paper JL31-12 American Concrete Institute New York 280–303.

3. Strength and strain capacities of concrete compression members reinforced with FRP

4. Axial behavior and modeling of confined small-, medium-, and large-scale circular sections with carbon fiber-reinforced polymer jackets;Carey S. A.;ACI Struct. J.,2005

5. Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes;Fam A. Z.;ACI Struct. J.,2001

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