Corrosion of steel reinforcements embedded in FRP wrapped concrete

A large number of reinforced concrete (RC) structures that have been damaged due to corrosion of steel reinforcements are rehabilitated with fiber-reinforced polymer (FRP) composites. This paper investigates the progression of corrosion of steel in concrete after it has been treated with surface bon...

Full description

Bibliographic Details
Main Authors: Gadve, S., Mukherjee, Abhijit, Malhotra, S.
Format: Journal Article
Published: Elsevier BV 2009
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/2857
_version_ 1848744068591386624
author Gadve, S.
Mukherjee, Abhijit
Malhotra, S.
author_facet Gadve, S.
Mukherjee, Abhijit
Malhotra, S.
author_sort Gadve, S.
building Curtin Institutional Repository
collection Online Access
description A large number of reinforced concrete (RC) structures that have been damaged due to corrosion of steel reinforcements are rehabilitated with fiber-reinforced polymer (FRP) composites. This paper investigates the progression of corrosion of steel in concrete after it has been treated with surface bonded FRP. Concrete cylinders with embedded steel bars are immersed in salt water and anodic current is passed through the reinforcement to initiate cracking in concrete due to accelerated corrosion of steel. Glass and carbon FRP sheets have been adhesively bonded on the cylinders. Anodic current was continued for specified times. Pull out strength, mass loss, half cell potential of the steel and cell voltage have been reported as metrics of performance of the samples. FRP wrapped samples have shown substantially higher resistance to corrosion.
first_indexed 2025-11-14T05:55:35Z
format Journal Article
id curtin-20.500.11937-2857
institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T05:55:35Z
publishDate 2009
publisher Elsevier BV
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-28572017-09-13T14:33:02Z Corrosion of steel reinforcements embedded in FRP wrapped concrete Gadve, S. Mukherjee, Abhijit Malhotra, S. Fiber reinforced polymers (FRP) Reinforced concrete (RC) Accelerated corrosion Corrosion protection Mass loss Cell voltage A large number of reinforced concrete (RC) structures that have been damaged due to corrosion of steel reinforcements are rehabilitated with fiber-reinforced polymer (FRP) composites. This paper investigates the progression of corrosion of steel in concrete after it has been treated with surface bonded FRP. Concrete cylinders with embedded steel bars are immersed in salt water and anodic current is passed through the reinforcement to initiate cracking in concrete due to accelerated corrosion of steel. Glass and carbon FRP sheets have been adhesively bonded on the cylinders. Anodic current was continued for specified times. Pull out strength, mass loss, half cell potential of the steel and cell voltage have been reported as metrics of performance of the samples. FRP wrapped samples have shown substantially higher resistance to corrosion. 2009 Journal Article http://hdl.handle.net/20.500.11937/2857 10.1016/j.conbuildmat.2008.01.008 Elsevier BV restricted
spellingShingle Fiber reinforced polymers (FRP)
Reinforced concrete (RC)
Accelerated corrosion
Corrosion protection
Mass loss
Cell voltage
Gadve, S.
Mukherjee, Abhijit
Malhotra, S.
Corrosion of steel reinforcements embedded in FRP wrapped concrete
title Corrosion of steel reinforcements embedded in FRP wrapped concrete
title_full Corrosion of steel reinforcements embedded in FRP wrapped concrete
title_fullStr Corrosion of steel reinforcements embedded in FRP wrapped concrete
title_full_unstemmed Corrosion of steel reinforcements embedded in FRP wrapped concrete
title_short Corrosion of steel reinforcements embedded in FRP wrapped concrete
title_sort corrosion of steel reinforcements embedded in frp wrapped concrete
topic Fiber reinforced polymers (FRP)
Reinforced concrete (RC)
Accelerated corrosion
Corrosion protection
Mass loss
Cell voltage
url http://hdl.handle.net/20.500.11937/2857