Corrosion Durability and Structural Response of Functionally-Graded Concrete Beams

This paper reports the results of an experimental program on the effectiveness of a Ductile Fiber Reinforced Cementitious Composite (DFRCC) material, which exhibit strain-hardening and multiple-cracking bahavior under flexural loadings, in retarding the corrosion of steel in Reinforced Concrete (RC)...

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Main Authors: Maalej, M., Ahmed, Shaikh, Paramasivan, P.
Format: Journal Article
Published: Japan Concrete Institute 2003
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/7306
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author Maalej, M.
Ahmed, Shaikh
Paramasivan, P.
author_facet Maalej, M.
Ahmed, Shaikh
Paramasivan, P.
author_sort Maalej, M.
building Curtin Institutional Repository
collection Online Access
description This paper reports the results of an experimental program on the effectiveness of a Ductile Fiber Reinforced Cementitious Composite (DFRCC) material, which exhibit strain-hardening and multiple-cracking bahavior under flexural loadings, in retarding the corrosion of steel in Reinforced Concrete (RC) beams. Based on the collective findings from theoretically-estimated steel losses, rapid chloride permeability tests, pH value tests, as well as structural tests, it was concluded that Functionally-Graded Concrete (FGC) beams, where a layer of DFRCC material was used around the main longitudinal reinforcement, had a noticeably higher resistance against reinforcement corrosion compared to a conventional RC beam. The better performance of the FGC beams was also evident from the absence of any corrosion-induced cracking and the very low tendency of the concrete cover to delaminate as measured by a concrete-embeddable fiber optic sensor.
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spelling curtin-20.500.11937-73062017-01-30T10:58:58Z Corrosion Durability and Structural Response of Functionally-Graded Concrete Beams Maalej, M. Ahmed, Shaikh Paramasivan, P. corrosion functionally graded concrete beams reinforcement This paper reports the results of an experimental program on the effectiveness of a Ductile Fiber Reinforced Cementitious Composite (DFRCC) material, which exhibit strain-hardening and multiple-cracking bahavior under flexural loadings, in retarding the corrosion of steel in Reinforced Concrete (RC) beams. Based on the collective findings from theoretically-estimated steel losses, rapid chloride permeability tests, pH value tests, as well as structural tests, it was concluded that Functionally-Graded Concrete (FGC) beams, where a layer of DFRCC material was used around the main longitudinal reinforcement, had a noticeably higher resistance against reinforcement corrosion compared to a conventional RC beam. The better performance of the FGC beams was also evident from the absence of any corrosion-induced cracking and the very low tendency of the concrete cover to delaminate as measured by a concrete-embeddable fiber optic sensor. 2003 Journal Article http://hdl.handle.net/20.500.11937/7306 Japan Concrete Institute fulltext
spellingShingle corrosion
functionally graded concrete beams
reinforcement
Maalej, M.
Ahmed, Shaikh
Paramasivan, P.
Corrosion Durability and Structural Response of Functionally-Graded Concrete Beams
title Corrosion Durability and Structural Response of Functionally-Graded Concrete Beams
title_full Corrosion Durability and Structural Response of Functionally-Graded Concrete Beams
title_fullStr Corrosion Durability and Structural Response of Functionally-Graded Concrete Beams
title_full_unstemmed Corrosion Durability and Structural Response of Functionally-Graded Concrete Beams
title_short Corrosion Durability and Structural Response of Functionally-Graded Concrete Beams
title_sort corrosion durability and structural response of functionally-graded concrete beams
topic corrosion
functionally graded concrete beams
reinforcement
url http://hdl.handle.net/20.500.11937/7306