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Temporal Acoustic Emission Index for Damage Monitoring of RC Structures Subjected to Bidirectional Seismic Loadings

Identifiers
URI: http://hdl.handle.net/20.500.12251/1546
ISSN: 19961944
DOI: 10.3390/ma12172804
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Author
Abarkane, Chihab; Rescalvo Fernández, Francisco José; Donaire Ávila, Jesús; Galé Lamuela, David; Benavent Climent, Amadeo; [et al.]
Date
2019
Subject/s

Emisión acústica

Estructuras de hormigón

Patologías - Construcción

Análisis sísmico

Resistencia mecánica

Hormigón armado

Ensayos (propiedades o materiales)

Unesco Subject/s

2201.02 Acústica Arquitectónica

2201.01 Propiedades Acústicas de Los Sólidos

3312.12 Ensayo de Materiales

3312.08 Propiedades de Los Materiales

3312.09 Resistencia de Materiales

3305.33 Resistencia de Estructuras

3305.05 Tecnología del Hormigón

3311.02 Ingeniería de Control

3311.17 Equipos de Verificación

Abstract

This paper shows the acoustic emission (AE) analysis recorded during the loading process of reinforced concrete (RC) structures subjected to bidirectional seismic loadings. Two waffle plates (bidirectional) supported by isolated square columns were tested on a shaking table with a progressive and increasing ground acceleration until the final collapse. Each specimen was subjected to a different loading history. A relevant delay in the beginning of the significant AE energy is observed as the peak value of the ground acceleration increases. Based on this result, a new AE temporal damage index (TDI), defined as the time difference between the onset of the significant AE activity and the onset of the loading that causes this AE activity, is proposed and validated by comparing it with the plastic strain energy released by the concrete, typically used as a reliable damage level indicator. Good agreement was observed for both specimens and seismic inputs. © 2019 by the authors.

This paper shows the acoustic emission (AE) analysis recorded during the loading process of reinforced concrete (RC) structures subjected to bidirectional seismic loadings. Two waffle plates (bidirectional) supported by isolated square columns were tested on a shaking table with a progressive and increasing ground acceleration until the final collapse. Each specimen was subjected to a different loading history. A relevant delay in the beginning of the significant AE energy is observed as the peak value of the ground acceleration increases. Based on this result, a new AE temporal damage index (TDI), defined as the time difference between the onset of the significant AE activity and the onset of the loading that causes this AE activity, is proposed and validated by comparing it with the plastic strain energy released by the concrete, typically used as a reliable damage level indicator. Good agreement was observed for both specimens and seismic inputs. © 2019 by the authors.

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