Assessing structural integrity of non-homogeneous systems by means of Acoustic Emissions and Non-Extensive Statistical Mechanics

Author:

Kourkoulis Stavros K1ORCID,Pasiou Ermioni1ORCID,Stavrakas Ilias2ORCID,Triantis Dimos2ORCID

Affiliation:

1. National Technical University of Athens, School of Applied Mathematical and Physical Sciences, Department of Mechanics, Laboratory for Testing and Materials, 5, Heroes of Polytechneion Avenue, “Pericles Theocaris” Building, Zografou Campus, 157 73, Zografou, Attiki, Greece

2. University of West Attica, Faculty of Engineering, Department of Electrical and Electronics Engineering, Electronic Devices and Materials Laboratory, Ancient Olive Grove Campus, Building B, 250 Thivon Avenue, Egaleo Postal Code 122 44, Athens, Greece

Abstract

Taking advantage of the interevent time intervals, namely the time intervals between two successive acoustic events recorded during mechanical loading of structural elements, it is attempted to detect indices warning about upcoming failure. The innovative aspect of the study is that the analysis is implemented in the frame of Non-Extensive Statistical Mechanics, a discipline founded on a class of entropies violating the additivity principle, which is the cornerstone of the Boltzmann-Gibbs Statistical Mechanics. The specimens used for the experiments were marble blocks simulating either fragmented and restored epistyles or mutually interconnected intact epistyles of the Parthenon Temple on the Acropolis of Athens. The specimens consisted of three mate­rials (marble, metallic connectors and cementitious pastes) exhibiting, thus, a strongly non-homogeneous nature. The entropic index, i.e., the parameter quantifying the degree of non-additivity, was used for the analysis of the ex­pe­rimental data. The results were considered in juxtaposition to the re­spective ones from experimental protocols with specimens of macroscopically homo­geneous nature. It was concluded that the temporal evolution of the entropic index provides very good insight into the level of damage ac­cumu­lated in the loaded structure, independently of whether the structure is homogeneous or not, providing an interesting pre-failure indicator.

Publisher

Gruppo Italiano Frattura

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