Structural Performance of RC Beams Poststrengthened with Carbon, Aramid, and Glass FRP Systems-Reference-Cited by-同舟云学术

Structural Performance of RC Beams Poststrengthened with Carbon, Aramid, and Glass FRP Systems

Published:2008-10 Issue:5 Volume:12 Page:522-530
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Garcez Mônica¹¹²,Meneghetti Leila¹¹²,da Silva Filho Luiz Carlos¹¹²

Affiliation:

1. Ph.D. Student, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, Porto Alegre, RS, 90035-190, Brazil.

2. Associated Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, Porto Alegre, RS, 90035-190, Brazil.

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%282008%2912%3A5%28522%29

Reference26 articles.

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

2. Increasing the flexural performance of RC beams strengthened with CFRP materials

3. British Standards Institution (BSI). (2004). “Eurocode 2: Design of concrete structures—Part 1: General rules and rules for buildings.” BS EN 1992-1-1 London.

4. Charkas H. Rasheedh A. and Melhem H. (2002). “Simplified load-deflection calculation of FRP strengthened RC beams based on a rigorous approach.” Proc. 15th Engineering Mechanics Conf. (CD-ROM) ASCE Reston Va. 1–8.

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