We address non-contact detection of defects in the railway rails under their dynamic loading and propose to combine digital image correlation (DIC) and finite element modeling (FEM). We show that accurate model of defect-free rail operating at the same loading conditions as the inspected one provides a reliable reference for experimental data. In this study, we tested the rail samples with artificial and fatigue defects under cyclic loading, calculated displacement and stress distributions at different locations of the cracks via DIC and validated the obtained results by FEM. The proposed DIC-FEM approach demonstrates high sensitivity to fatigue cracks and can be effectively used for remote control of rails as well as for non-destructive te...
In this paper we discuss applicability and usability of three non-destructive methods for investigat...
It is proposed to use digital image correlation (DIC) to identify parameters governing crack propaga...
A series of three reinforced concrete beams without shear reinforcement were tested to failure under...
Fatigue crack in rails and cyclic-loaded train parts is a contributory factor in multiple railroad a...
From the viewpoint of engineering, fatigue is an important issue as most of the mechanical failures ...
AbstractRecent technological improvements in digital photography have made Digital Image Correlation...
International audienceIn this paper, a comparison between two methods used to identify fatigue crack...
In the context of development of a numerical model, to accurately predict the fatigue life of a stru...
The present paper exposes the development of a specific Digital Image Correlation (DIC) method to e...
The prediction of fatigue damage is a challenging task in engineering. This is because fatigue failu...
The paper presents the development of an intelligent image processing algorithm capable of detecting...
The aim of this investigation was to identify sources of AE in mild steel fatigue specimens and rel1...
This paper presents a simple experimental procedure that greatly facilitates the use of digital imag...
The trajectory of fatigue crack growth is influenced by many parameters and can be irregular due to ...
Background: In the Clean Sky 2 project DIMES, the cyclic loading of a section of an A320 wing with p...
In this paper we discuss applicability and usability of three non-destructive methods for investigat...
It is proposed to use digital image correlation (DIC) to identify parameters governing crack propaga...
A series of three reinforced concrete beams without shear reinforcement were tested to failure under...
Fatigue crack in rails and cyclic-loaded train parts is a contributory factor in multiple railroad a...
From the viewpoint of engineering, fatigue is an important issue as most of the mechanical failures ...
AbstractRecent technological improvements in digital photography have made Digital Image Correlation...
International audienceIn this paper, a comparison between two methods used to identify fatigue crack...
In the context of development of a numerical model, to accurately predict the fatigue life of a stru...
The present paper exposes the development of a specific Digital Image Correlation (DIC) method to e...
The prediction of fatigue damage is a challenging task in engineering. This is because fatigue failu...
The paper presents the development of an intelligent image processing algorithm capable of detecting...
The aim of this investigation was to identify sources of AE in mild steel fatigue specimens and rel1...
This paper presents a simple experimental procedure that greatly facilitates the use of digital imag...
The trajectory of fatigue crack growth is influenced by many parameters and can be irregular due to ...
Background: In the Clean Sky 2 project DIMES, the cyclic loading of a section of an A320 wing with p...
In this paper we discuss applicability and usability of three non-destructive methods for investigat...
It is proposed to use digital image correlation (DIC) to identify parameters governing crack propaga...
A series of three reinforced concrete beams without shear reinforcement were tested to failure under...