Experimental response of FRP reinforced members without transverse reinforcement: Failure modes and design issues-Reference-Cited by-同舟云学术

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Experimental response of FRP reinforced members without transverse reinforcement: Failure modes and design issues

Published:2016-03 Issue: Volume:89 Page:397-407
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

Acciai Andrea,D'Ambrisi Angelo,De Stefano Mario,Feo Luciano,Focacci Francesco,Nudo Raffaele

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference56 articles.

1. FRP: strengthened RC structures;Teng,2001

2. Concrete cover rip-off of R/C beams strengthened with FRP composites;Aprile;Compos Part B,2007

3. Structural behavior of arch models strengthened using fiber-reinforced polymer strips of different lengths;Rovero;J Compos Constr,2013

4. FRP-masonry interfacial debonding: an energy balance approach to determine the influence of the mortar joints;Carloni;Eur J Mech A/Solids,2016

5. Experimental investigation on flexural behavior of timber beams repaired with CFRP plates;D'Ambrisi;Compos Struct,2014

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