Experimental evaluation of micro-hardness and electrical resistance change induced by static and fatigue loads

In this work, the application of fatigue load cycles has been monitored by using the Electrical Resistance Change (ERC) method on unnotched C45 carbon steel samples. The experimental test plan involved static tests and fatigue tests at different maximum stress (55–65% of UTS) and different stress ratios (R = 0.1, 0.3, 0.5). In static tests the electrical resistance underwent an initial reduction in the elastic field and then grew regularly with an increase of 40% in the plastic phase. The variations in electrical resistance measured as the fatigue life varied were instead characterised by a rapid initial increase, followed by a constant trend until final failure. This trend was justified because of the evident progressive deformation of the transversal section.

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Publication Details

Journal
Materials Science and Technology
Published
2026-04-21
DOI
https://doi.org/10.1177/02670836261442314
Primary Topic
Smart Materials for Construction
Type
article
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article

Experimental evaluation of micro-hardness and electrical resistance change induced by static and fatigue loads

Andrea Saponaro, Paola Leo, Gilda Renna, R. Nobile et al.
Materials Science and Technology
Smart Materials for Construction
article

Experimental evaluation of micro-hardness and electrical resistance change induced by static and fatigue loads

Andrea Saponaro, Paola Leo, Gilda Renna, R. Nobile, Rosa De Finis
article en

Abstract

In this work, the application of fatigue load cycles has been monitored by using the Electrical Resistance Change (ERC) method on unnotched C45 carbon steel samples. The experimental test plan involved static tests and fatigue tests at different maximum stress (55–65% of UTS) and different stress ratios (R = 0.1, 0.3, 0.5). In static tests the electrical resistance underwent an initial reduction in the elastic field and then grew regularly with an increase of 40% in the plastic phase. The variations in electrical resistance measured as the fatigue life varied were instead characterised by a rapid initial increase, followed by a constant trend until final failure. This trend was justified because of the evident progressive deformation of the transversal section.

Materials Science and Technology
National Agency for New Technologies, Energy and Sustainable Economic Development (IT), University of Salento (IT)
Openalex Percentile: Top 10%
Smart Materials for Construction
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