Abstract

The efficiency of two modern sensing techniques, namely the “Acoustic Emissions” and the “Pressure Stimulated Currents” ones, when they are used as Continuous Structural Health Monitoring tools, is assessed experimentally. The protocol includes multi-point bending of an accurate copy of a fractured marble epistyle of the Parthenon’s Temple on the Acropolis of Athens, under a scale of 1:3. The integrity of the epistyle is restored with three pairs of bolted titanium bars, according to the pioneering technique developed by the scientists of the “Committee for the Conservation of the Acropolis Monuments”. The data provided by the above techniques are considered in juxtaposition to each other and also in comparison to data provided by the “Digital Image Correlation” technique. It is concluded that, at least from a qualitative point of view, the data of all three techniques are in good mutual agreement. Combined exploitation of the various sets of experimental data enlightens interesting aspects concerning the succession of failure mechanisms activated during the loading procedure, revealing the critical role of the internal interfaces characterizing the restored epistyle. Moreover it is definitely indicated that both the “Acoustic Emissions” and the “Pressure Stimulated Currents” techniques provide clear signs of upcoming failure well before macroscopically visible damages are detected at the external surface of the specimen.

Highlights

  • Continuous structural health monitoring (CSHM) is perhaps the most effective tool in hands of structural engineers, in the direction of timely detecting accumulation of damage in structures of any kind

  • Besides the as above practical complexities, additional problems must be solved in case of CSHM of cultural heritage monuments, related to the proper interpretation of the data recorded by the sensing devices which are attached on restored structural elements

  • The data recorded by the Acoustic Emissions (AE) and the Pressure Stimulated Currents (PSC) techniques are considered in juxtaposition to each other as well as in comparison to the data recorded by the Digital Image Correlation (DIC) technique

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Summary

Introduction

Continuous structural health monitoring (CSHM) is perhaps the most effective tool in hands of structural engineers, in the direction of timely detecting accumulation of damage in structures of any kind. A typical example of such a restoration approach is the technique adopted nowadays for restoring the integrity of structural elements of the monuments of the Sacred Hill of the Acropolis of Athens These monuments, which constitute a unique complex of buildings, including the Parthenon, Propylaia, Erechtheion and the temple of Athena Nike, were built by the ancient Greeks during the 5th century B.C. using almost exclusively Pentelic marble. It has been indicated that, in spite of its efficiency and general acceptance, there are still some open issues that should be further studied, mainly in the direction of reducing the intervention on the authentic building material In this context an experimental protocol was recently implemented [11, 12], during which accurate copies of fractured epistyles, restored according to the as above procedure, were submitted to multi-point bending in order to simulate the actual loading conditions that will be realized after the epistyle is re-placed in its original position. Taking into account that the AE is already a more or less well established CSHM technique [13,14,15,16,17] (which means that the respective data can be used as a calibration/validation standard) and the fact that the PSC technique is characterized by very low application cost, it can be concluded that (after proper calibration) the specific technique could be considered as a flexible alternative tool for effective and economically tolerable CSHM, given that its results are here successfully checked against the respective ones of the AE technique

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