Analytical Model for FRP Confinement of Concrete Columns with and without Internal Steel Reinforcement-Reference-Cited by-同舟云学术

Analytical Model for FRP Confinement of Concrete Columns with and without Internal Steel Reinforcement

Published:2010-12 Issue:6 Volume:14 Page:693-705
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pellegrino Carlo¹²,Modena Claudio¹²

Affiliation:

1. Assistant Professor, Dept. of Structural and Transportation Engineering, Univ. of Padova, Via Marzolo 9, 35131 Padova (corresponding author).

2. Professor, Dept. of Structural and Transportation Engineering, Univ. of Padova, Via Marzolo 9, 35131 Padova.

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%29CC.1943-5614.0000127

Reference62 articles.

1. American Concrete Institute. (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening of concrete structure.” ACI 440.2R-02 Farmington Hill Mich.

2. Il confinamento passivo di elementi compressi in calcestruzzo con fogli di materiale composito;Arduini M.;L’Industria Italiana del Cemento,1999

3. Compressive behavior of concrete externally confined by composite jackets. Part A: experimental study

4. Braga F. Laterza M. Gigliotti R. Dragonetti G. and Nigro D. (2004). “Prove di compressione ciclica su pilastri in c.a. confinati con staffe e/o con tessuti in fibra di carbonio.” Proc. XI National Congress L’Ingegneria sismica in Italia (ANIDIS) ANIDIS Genova Italy (in Italian).

5. Influence of FRP wrapping techniques on the compressive behavior of concrete prisms

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