Evaluation of the experimental curvature ductility of RC beams externally strengthened with CFRP bands

Author:

Bazan Jorge L.ORCID,Fernandez-Davila Victor I.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. ACI Committee 440, “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440-2R-17)”, American Concrete Institute, Farmington Hills, MI, pp. 110 (2017).

2. Mechanical properties of glass fiber reinforced polymers members for structural applications;Landesmann;Mater Res,2015

3. Sisal/carbon fibre reinforced hybrid composites: tensile, flexural and chemical resistance properties;Khanam;J Polym Environ,2010

4. Breña Sergio F, Bramblett Regan M, Benouaich Michaël A, Wood Sharon L, Kreger Michael E. “Use of carbon fiber reinforced polymer composites to increase the flexural capacity of reinforced concrete beams”. The University of Texas at Austin, Research Report no. 1776-1. (2001).

5. Al-Shawaf A, Al-Mahaidi R, Zhao XL. “Study on bond characteristics of CFRP/steel double lap shear joints at subzero temperature exposure”. In Proceeding 3rd International Conference on FRP Composites in Civil Engineering (CICE2006), International Institute for FRP in Construction, Hong Kong, (2006) 71–74.

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