Design-Oriented Strength Model for FRP-Confined Concrete Members-Reference-Cited by-同舟云学术

Design-Oriented Strength Model for FRP-Confined Concrete Members

Published:2012-12 Issue:6 Volume:16 Page:615-625
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Rousakis Theodoros C.¹,Rakitzis Theodoros D.²,Karabinis Athanasios I.³

Affiliation:

1. Lecturer, Laboratory of Reinforced Concrete, Dept. of Civil Engineering, Democritus Univ. of Thrace (DUTh), Vas. Sofias 12, 67100 Xanthi, Greece (corresponding author).

2. Civil Engineer, Dept. of Civil Engineering, Democritus Univ. of Thrace, Greece.

3. Professor, Laboratory of Reinforced Concrete, Dept. of Civil Engineering, Democritus Univ. of Thrace (DUTh), 67100 Xanthi, Greece.

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.1943-5614.0000295

Reference54 articles.

1. American Concrete Institute (ACI) Committee. (2008). “Guide for the design and construction of externally bonded frp systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

2. Compressive behavior of concrete externally confined by composite jackets

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

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

5. Consiglio Nazionale Delle Ricerche (CNR). (2004). “Guide for the design and construction of externally bonded frp systems for strengthening existing structures.” CNR-DT200 Italian National Research Council Rome Italy.

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