CFRP-Based Strengthening Technique to Increase the Flexural and Energy Dissipation Capacities of RC Columns-Reference-Cited by-同舟云学术

CFRP-Based Strengthening Technique to Increase the Flexural and Energy Dissipation Capacities of RC Columns

Published:2009-10 Issue:5 Volume:13 Page:372-383
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Perrone Monia¹²³,Barros Joaquim A. O.¹²³,Aprile Alessandra¹²³

Affiliation:

1. Researcher, Dept. of Engineering, Univ. of Ferrara, Via Saragat 1-44100, Ferrara, Italy.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Minho, Azurém 4800-058, Guimarães, Portugal (corresponding author).

3. Assistant Professor, Dept. of Engineering, Univ. of Ferrara, Via Saragat 1-44100, Ferrara, Italy.

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.1943-5614.0000031

Reference21 articles.

1. Assessing the Efficiency of CFRP Discrete Confinement Systems for Concrete Cylinders

2. Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening

3. Flexural strengthening of concrete beams with CFRP laminates bonded into slits

4. Barros J. A. O. and Kotynia R. (2008). “Possibilities and challenges of NSM for the flexural strengthening of RC structures.” Proc. 4th Int. Conf. on FRP Composites in Civil Engineering (CICE2008) Zurich Switzerland.

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

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