Corrosion behaviour of dual-phase and galvanized steels in concrete
Purpose: The purpose of this paper is to present results of an evaluation of dual-phase and galvanized steel reinforcements in corrosive environments. Design/methodology/approach: Low carbon steels were intercritically annealed at 740°C followed by water quenching to obtain dual-phase structures wit...
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Anti-Corrosion Methods and Materials
2012
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Online Access: | http://eprints.utm.my/id/eprint/33021/ http://dx.doi.org/10.1108/00035591211224672 |
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my.utm.330212018-11-30T06:35:21Z http://eprints.utm.my/id/eprint/33021/ Corrosion behaviour of dual-phase and galvanized steels in concrete Ismail, Mohammad Muhammad, Bala Hamzah, Esah Tan, Wui Keong TA Engineering (General). Civil engineering (General) Purpose: The purpose of this paper is to present results of an evaluation of dual-phase and galvanized steel reinforcements in corrosive environments. Design/methodology/approach: Low carbon steels were intercritically annealed at 740°C followed by water quenching to obtain dual-phase structures with 37 per cent volume fraction of martensite dispersed in ferrite matrix. Dual-phase and galvanized steel rebars were embedded in concrete cubes and immersed in 5 per cent NaCl solution for up to 100 days. Corrosion rate, tensile and macro as well as microhardness tests were performed. The dual-phase and galvanized zinc layers were observed under scanning electron microscopy (SEM). Findings: From all of the tests carried out it was found that dual-phase steels exhibited better corrosion resistant properties and superior strength compared to galvanized steels. Originality/value: The results reported show that dual-phase steel can be a good candidate for reinforcement in concrete especially in aggressive and corrosive environments. Anti-Corrosion Methods and Materials 2012-05 Article PeerReviewed Ismail, Mohammad and Muhammad, Bala and Hamzah, Esah and Tan, Wui Keong (2012) Corrosion behaviour of dual-phase and galvanized steels in concrete. Emerald Group, 59 (3). pp. 132-138. ISSN 0003-5599 http://dx.doi.org/10.1108/00035591211224672 DOI:10.1108/00035591211224672 |
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TA Engineering (General). Civil engineering (General) Ismail, Mohammad Muhammad, Bala Hamzah, Esah Tan, Wui Keong Corrosion behaviour of dual-phase and galvanized steels in concrete |
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Purpose: The purpose of this paper is to present results of an evaluation of dual-phase and galvanized steel reinforcements in corrosive environments. Design/methodology/approach: Low carbon steels were intercritically annealed at 740°C followed by water quenching to obtain dual-phase structures with 37 per cent volume fraction of martensite dispersed in ferrite matrix. Dual-phase and galvanized steel rebars were embedded in concrete cubes and immersed in 5 per cent NaCl solution for up to 100 days. Corrosion rate, tensile and macro as well as microhardness tests were performed. The dual-phase and galvanized zinc layers were observed under scanning electron microscopy (SEM). Findings: From all of the tests carried out it was found that dual-phase steels exhibited better corrosion resistant properties and superior strength compared to galvanized steels. Originality/value: The results reported show that dual-phase steel can be a good candidate for reinforcement in concrete especially in aggressive and corrosive environments. |
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Article |
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Ismail, Mohammad Muhammad, Bala Hamzah, Esah Tan, Wui Keong |
author_facet |
Ismail, Mohammad Muhammad, Bala Hamzah, Esah Tan, Wui Keong |
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Ismail, Mohammad |
title |
Corrosion behaviour of dual-phase and galvanized steels in concrete |
title_short |
Corrosion behaviour of dual-phase and galvanized steels in concrete |
title_full |
Corrosion behaviour of dual-phase and galvanized steels in concrete |
title_fullStr |
Corrosion behaviour of dual-phase and galvanized steels in concrete |
title_full_unstemmed |
Corrosion behaviour of dual-phase and galvanized steels in concrete |
title_sort |
corrosion behaviour of dual-phase and galvanized steels in concrete |
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Anti-Corrosion Methods and Materials |
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2012 |
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http://eprints.utm.my/id/eprint/33021/ http://dx.doi.org/10.1108/00035591211224672 |
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