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Damage assessment of reinforced concrete structures under elevated-amplitude cyclic loading using sentry values based on acoustic emission testing

Vidya Sagar, R and Basu, DJ (2022) Damage assessment of reinforced concrete structures under elevated-amplitude cyclic loading using sentry values based on acoustic emission testing. In: Nondestructive Testing and Evaluation .

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Official URL: https://doi.org/10.1080/10589759.2022.2144852

Abstract

This article reports the combined application of sentry value and the Gaussian Mixture Modeling (GMM) algorithm to study crack classification in reinforced concrete (RC) beams using acoustic emission (AE) testing. The AE generated from RC beam specimens subjected to elevated-amplitude cyclic loading was used to study crack classification. The specimen approaches yielding, followed by a structural failure, when AE hits linked with shear cracks begin to exceed AE hits associated with tensile cracks. The sentry value for RC beam specimens decreased with subsequent higher amplitude loading phases, indicating the formation of macrocracks. The Kaiser effect phenomenon in RC beams was observed. The yielding of steel rebars and subsequent collapse of the RC beam specimens, followed by unstable crack propagation, were identified using the zero-slope line and a vertical spike in the sentry value versus the time graph. The current study appears to be significant for damage assessment and crack classification of in-situ RC flexural members. © 2022 Informa UK Limited, trading as Taylor & Francis Group.

Item Type: Journal Article
Publication: Nondestructive Testing and Evaluation
Publisher: Taylor and Francis Ltd.
Additional Information: The copyright for this article belongs to Taylor and Francis Ltd.
Keywords: Acoustic emission testing; Brittleness; Concrete beams and girders; Concrete testing; Cracks; Cyclic loads; Damage detection; Failure (mechanical); Fracture mechanics; Gaussian beams; Gaussian distribution; Unsupervised learning, Acoustic-emissions; Crack classification; Damage assessments; Gaussian Mixture Model; Model algorithms; Reinforced concrete beams; Reinforced concrete structures; Sentry value; Structural failure; Value-based, Reinforced concrete
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Date Deposited: 04 Jan 2023 05:36
Last Modified: 04 Jan 2023 05:36
URI: https://eprints.iisc.ac.in/id/eprint/78702

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