International audienceIn this paper, the detection and the localization of a local perturbation are assessed by analysing the frequency changes only (fundamental mode and overtones). After describing the method used herein applied to the bending beam and based on the perturbation theory, experimental application to a 1D plexiglas beam is shown using frequency and modal analysis technique. The damage is considered as a local perturbation of Young's modulus. Finally, the localisation of damage is done using classical modal-based methods and perturbation theory. The frequency values are caught by the Random Decrement Technique applied to the time history vibrations for one sensor at the free extremity of the beam. Detection and localization ar...
In this work, we investigate the effectiveness of a damage identification technique recently propose...
Dynamical assessment is often employed to evaluate structures in civil engineering. This non-destruc...
In this article, new methods for detecting damage in structural systems are presented. These methods...
International audienceIn this paper, the detection and the localization of a local perturbation are ...
In this paper, the detection and the localization of a local perturbation are assessed by analysing ...
The detection of damage and changes in elastic properties of structures, using the variation of dyna...
Vibration-based damage detection techniques use the change in modal data as an indicator to assess d...
Two methods for a beam like structures damage identification using frequencies distribution and Moda...
The performance of a few localization schemes using measured mode shapes was tested in an experiment...
In this paper, an on-going research effort aimed at detecting and localising damage in plate-like st...
A comprehensive review on modal parameter-based damage identification methods for beam- or plate-typ...
During last two decades, a vast number of damage detection methods have been proposed either in freq...
Natural frequencies and mode shapes of a structure change whenever a structure has any kind of damag...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
Summary The paper investigates the possibility of identifying localised damages for multi-span and m...
In this work, we investigate the effectiveness of a damage identification technique recently propose...
Dynamical assessment is often employed to evaluate structures in civil engineering. This non-destruc...
In this article, new methods for detecting damage in structural systems are presented. These methods...
International audienceIn this paper, the detection and the localization of a local perturbation are ...
In this paper, the detection and the localization of a local perturbation are assessed by analysing ...
The detection of damage and changes in elastic properties of structures, using the variation of dyna...
Vibration-based damage detection techniques use the change in modal data as an indicator to assess d...
Two methods for a beam like structures damage identification using frequencies distribution and Moda...
The performance of a few localization schemes using measured mode shapes was tested in an experiment...
In this paper, an on-going research effort aimed at detecting and localising damage in plate-like st...
A comprehensive review on modal parameter-based damage identification methods for beam- or plate-typ...
During last two decades, a vast number of damage detection methods have been proposed either in freq...
Natural frequencies and mode shapes of a structure change whenever a structure has any kind of damag...
AbstractThis paper presents a global algorithm for damage assessment of structures, based on a param...
Summary The paper investigates the possibility of identifying localised damages for multi-span and m...
In this work, we investigate the effectiveness of a damage identification technique recently propose...
Dynamical assessment is often employed to evaluate structures in civil engineering. This non-destruc...
In this article, new methods for detecting damage in structural systems are presented. These methods...