Tipping point analysis of cracking in reinforced concrete
Perry, M and Livina, V and Niewczas, P (2015) Tipping point analysis of cracking in reinforced concrete. Smart Materials and Structures, 25 (1). 015027. ISSN 0964-1726 (https://doi.org/10.1088/0964-1726/25/1/015027)
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Abstract
In this work, we demonstrate that tipping point analysis of strain data can provide reactive and predictive indicators of cracking and structural transitions in a reinforced concrete system. The method is able to detect trend-driven transitions in a short time series of approximately 2000 datapoints, providing a clear indication of when a concrete beam under gradual bending progresses from a linear to a nonlinear strain response. The method is also able to provide an early warning signal of the appearance of bifurcations, such as cracks, with a forewarning of 200–500 datapoints. The method, which was originally developed for applications in geophysics, shows promising results in the area of structural health monitoring, in particular, for real-time observations of civil constructions.
ORCID iDs
Perry, M ORCID: https://orcid.org/0000-0001-9173-8198, Livina, V and Niewczas, P ORCID: https://orcid.org/0000-0003-3291-1725;-
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Item type: Article ID code: 55311 Dates: DateEvent11 December 2015Published20 November 2015AcceptedSubjects: Technology > Engineering (General). Civil engineering (General)
Technology > Electrical engineering. Electronics Nuclear engineeringDepartment: Faculty of Engineering > Civil and Environmental Engineering
Faculty of Engineering > Electronic and Electrical EngineeringDepositing user: Pure Administrator Date deposited: 12 Jan 2016 15:31 Last modified: 11 Nov 2024 11:17 Related URLs: URI: https://strathprints.strath.ac.uk/id/eprint/55311