Effect of temperature on the bond behaviour of GFRP bars in concrete-Reference-Cited by-同舟云学术

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Effect of temperature on the bond behaviour of GFRP bars in concrete

Published:2020-02 Issue: Volume:183 Page:107602
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

Solyom Sandor,Di Benedetti Matteo,Guadagnini Maurizio,Balázs György L.

Funder

Ministry of Human Capacities, Hungary

European Union

Marie Curie ITN: European Network for Durable Reinforcement and Rehabilitation Solutions

Publisher

Elsevier BV

Subject

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

Reference55 articles.

1. Bulletin 10: bond of reinforcement in concrete. State-of-the art report of task group: bond models;fib,2000

2. Composites for construction: structural design with FRP materials;Bank,2006

3. Reinforced concrete with FRP bars;Nanni,2014

4. Durability of GFRP reinforcement in built structures: a 15-year old concrete bridge deck;Gooranorimi,2017

5. Bond behavior of FRP Bars under direct pullout conditions;Achillides;J Compos Constr,2004

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3. Experimental investigation on bond-slip performance and damage evolution mechanism of deformed reinforcing bar embedded in steel polyvinyl-alcohol hybrid fiber high performance concrete after high temperature;Construction and Building Materials;2024-07

4. Experimental investigation on bond behaviour of the GFRP bars with normal and high strength geopolymer concrete;Construction and Building Materials;2024-05

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