Abstract

The damage development due to externally applied mechanical stress is a hot topic of interest involving several applications of everyday life, like civil engineering, monument restoration, construction evaluation and health monitoring. Repetitive loadings of brittle materials cause internal damages that gradually extend, leading to inevitable failures. Such processes are studied under the concept of the materials’ mechanical memory effect that is widely known as Kaiser effect. The Kaiser effect states that a structure will only suffer further internal damaging when exposed to applied stresses higher than previously encountered. Certain conditions lead to a violation of the Kaiser effect, known as the Felicity effect, quantitatively measured using the Felicity Ratio. This work presents the experimental results when repetitive mechanical load loops are applied on marble specimens, while concurrent Acoustic Emission (AE) and Pressure Stimulated Currents (PSC) measurements are conducted. The collected AE and PSC data are studied in combination with the mechanical data, like mechanical stress and strain, under the frame of the Kaiser effect. It is clearly seen that the Felicity ratio strongly depends on the stress range the material is subjected to, with regard to the elastic or plastic deformation region.

Highlights

  • The scientific literature reports several studies and recordings of Acoustic Emission (AE) that are attributed to mechanical stresses adequate to cause microcracking phenomena in rocks [1]

  • During the present experimental protocol two sequential compressive loadings and unloadings were applied on marble prismatic specimens up to a stress level that corresponds to early non-linear region regarding the stressstrain behaviour

  • Regarding the Pressure Stimulated Currents (PSC) emissions it is observed that the maximum value of the PSC emission becomes significantly lower during each loading while the applied mechanical stress varies in the same stress limits

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Summary

INTRODUCTION

The scientific literature reports several studies and recordings of AE that are attributed to mechanical stresses adequate to cause microcracking phenomena in rocks [1]. The main properties of the PSC signal, which are affected by the existence of memory, converge to an inertial attitude of the material to the same stimuli and they are quite common with the properties of other fracture induced signals (i.e. AE) They are the following: (a) The PSC peak evolution over loading cycles is a changing signal property, with respect to the time interval between loadings, (b) The decrease of the dissipated electric energy during cyclic loading tests, (c) The PSC slower relaxation in each loading, quantified by the relaxation process parameters evolution, (d) The PSC signal initiates to show up at higher stress level after each loading cycle. The specimens are subjected to compressive loading loops where the first loading is in the region where the material leaves the elastic region and enters the plastic deformation i.e., the stress-strain curve deviates from linearity

TEST FACILITIES AND ARRANGEMENT
VERIFICATION OF THE KAISER EFFECT
Findings
CONCLUDING REMARKS
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