Use of a 3D optical measurement technique for stochastic corrosion pattern analysis of reinforcing bars subjected to accelerated corrosion
Use of a 3D optical measurement technique for stochastic corrosion pattern analysis of reinforcing bars subjected to accelerated corrosion
The 3D corrosion patterns of 23 reinforcing bars subjected to accelerated corrosion are characterised using an optical surface measurement technique. A stochastic signal processing methodology is employed for corrosion pattern analysis of the measured data. The statistical analysis of corrosion pattern data shows that a lognormal distribution model can represent the non-uniform distribution of pitted sections along the corroded bars. It was observed that the frequency of corrosion is independent from the mass loss ratio and the length of the bars. Finally, a set of probabilistic distribution models for the geometrical properties of corroded bars is developed.
Steel reinforced concrete, Modelling studies, Pitting corrosion, TIME-DEPENDENT RELIABILITY, CHLORIDE-INDUCED CORROSION, PITTING CORROSION, STEEL BARS, STRUCTURAL RELIABILITY, CONCRETE STRUCTURES, MECHANICAL PERFORMANCE, RC STRUCTURES, BEHAVIOR, MODELS
208-221
Kashani, Mohammad
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Crewe, Adam J.
89d119a7-3a3e-489c-8330-cfaf55ac8857
Alexander, Nicholas A.
544fc8c7-40a4-4e81-aaab-89e78f1a6fc9
1 August 2013
Kashani, Mohammad
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Crewe, Adam J.
89d119a7-3a3e-489c-8330-cfaf55ac8857
Alexander, Nicholas A.
544fc8c7-40a4-4e81-aaab-89e78f1a6fc9
Kashani, Mohammad, Crewe, Adam J. and Alexander, Nicholas A.
(2013)
Use of a 3D optical measurement technique for stochastic corrosion pattern analysis of reinforcing bars subjected to accelerated corrosion.
Corrosion Science, 73, .
(doi:10.1016/j.corsci.2013.03.037).
Abstract
The 3D corrosion patterns of 23 reinforcing bars subjected to accelerated corrosion are characterised using an optical surface measurement technique. A stochastic signal processing methodology is employed for corrosion pattern analysis of the measured data. The statistical analysis of corrosion pattern data shows that a lognormal distribution model can represent the non-uniform distribution of pitted sections along the corroded bars. It was observed that the frequency of corrosion is independent from the mass loss ratio and the length of the bars. Finally, a set of probabilistic distribution models for the geometrical properties of corroded bars is developed.
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Published date: 1 August 2013
Keywords:
Steel reinforced concrete, Modelling studies, Pitting corrosion, TIME-DEPENDENT RELIABILITY, CHLORIDE-INDUCED CORROSION, PITTING CORROSION, STEEL BARS, STRUCTURAL RELIABILITY, CONCRETE STRUCTURES, MECHANICAL PERFORMANCE, RC STRUCTURES, BEHAVIOR, MODELS
Organisations:
Infrastructure Group
Identifiers
Local EPrints ID: 411377
URI: http://eprints.soton.ac.uk/id/eprint/411377
ISSN: 0010-938X
PURE UUID: 2fcdb120-59ae-4820-a20f-ca9095cf5de5
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Date deposited: 19 Jun 2017 16:31
Last modified: 16 Mar 2024 04:29
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Author:
Adam J. Crewe
Author:
Nicholas A. Alexander
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