Sandrine Tahina Rakotonarivo
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Sandrine Tahina Rakotonarivo has a total of 50 co-authors. Here are the top co-authors by number of shared publications:
W. A. Kuperman
Scripps Institution of Oceanography, University of California San Diego, 9500 Gilman Drive, La Jolla, California 92093-0238, USA
5 shared publications- Cédric Payan
Aix Marseille Univ, CNRS, Centrale Marseille, LMA, Marseille, France
4 shared publications - Philippe Roux
Univ. Grenoble Alpes, CNRS, IRD, ISTerre, Grenoble, France
3 shared publications Earl G. Williams
Naval Research Laboratory, Code 7106, Washington, DC 20375, USA
2 shared publications- Earl G. Williams
Naval Research Laboratory, Code 7106, Acoustics Division, 4555 Overlook Avenue, Washington, DC 20375, USA
2 shared publications François Baqué
CEA, Centre de Cadarache, 13108 Saint-Paul-Lez-Durance Cedex, France
2 shared publications
Latest Publications
- Open Access
- 26 November 2025
- Published by Elsevier in Ultrasonics
- Vol. 160, 107912
On the existence of local defect resonance in ultrasonic guided waves interaction with horizontal defects in plates
- 26 November 2025
- Published by Elsevier in Ultrasonics
- Vol. 160, 107912
Open AccessOn the existence of local defect resonance in ultrasonic guided waves interaction with horizontal defects in plates
- Open Access
- 1 March 2024
- Published by Acoustical Society of America (ASA) in The Journal of the Acoustical Society of America
- Vol. 155 (3_Suppleme) , A331
Passive structural health monitoring of a vibrating shell using data-based matched field processing
This study presents experimental results on passive structural health monitoring of a vibrating elastic structure for defect localization. The approach is based on matched field processing (MFP), which requires a model of the pristine structure. An MFP methodology for localizing a defect in a shell equipped with vibration sensors was developed and numerically demonstrated in [JASA EL 2, 025601 (2022)]. This paper further extends this study to experimental implementation of this MFP methodology without requiring full knowledge of the structure parameters and the boundary conditions of the pristine structure. The method is tested on experimental data for localizing a defect on a rectangular steel plate with non-perfectly, fixed boundary conditions.
- 1 March 2024
- Published by Acoustical Society of America (ASA) in The Journal of the Acoustical Society of America
- Vol. 155 (3_Suppleme) , A331
Open AccessPassive structural health monitoring of a vibrating shell using data-based matched field processing
This study presents experimental results on passive structural health monitoring of a vibrating elastic structure for defect localization. The approach is based on matched field processing (MFP), which requires a model of the pristine structure. An MFP methodology for localizing a defect in a shell equipped with vibration sensors was developed and numerically demonstrated in [JASA EL 2, 025601 (2022)]. This paper further extends this study to experimental implementation of this MFP methodology without requiring full knowledge of the structure parameters and the boundary conditions of the pristine structure. The method is tested on experimental data for localizing a defect on a rectangular steel plate with non-perfectly, fixed boundary conditions.
- 10 February 2022
- Published by ASME International in Journal of Nondestructive Evaluation, Diagnostics and Prognostics of Engineering Systems
- Vol. 5 (3)
Vibration Monitoring of Nuclear Power Plant Containment Buildings During the Integrated Leakage Rate Test for Structural Condition Assessment
This study investigates the use of the operational vibrations produced during the Integrated Leak Rate Test of nuclear power plant containment buildings for further informing on its mechanical condition. The experiment is performed on a 1:3-scale containment building mock-up. The results show that meaningful vibrations were generated during the pressurization test. Different features were extracted from the vibration signals and analyzed as a function of the internal pressure. Experimental modal analysis was performed and demonstrated that several frequency peaks generated during the pressurization cycle effectively corresponded to the eigenmodes of the containment building. The identified operational frequency modes exhibited remarkable hysteretic dependencies on the internal pressure. The latter was phenomenologically described through a simplified two-dimensional (2D) finite element model of the vessel. Besides, a surrogate statistical model based on the Principal Component Analysis of the vibration data was proposed as a baseline and so detect abnormal behavior. Then, different synthetic damage scenarios were created by subtlety altering the recorded signals and ultimately substantiate the capability of the statistical model to detect these odd signals. Finally, conclusions were drawn regarding the possibility of using mechanical vibrations for assisting in the licensing process of nuclear power plants and monitor the structural health condition of in-service containment buildings.
- 10 February 2022
- Published by ASME International in Journal of Nondestructive Evaluation, Diagnostics and Prognostics of Engineering Systems
- Vol. 5 (3)
Vibration Monitoring of Nuclear Power Plant Containment Buildings During the Integrated Leakage Rate Test for Structural Condition Assessment
This study investigates the use of the operational vibrations produced during the Integrated Leak Rate Test of nuclear power plant containment buildings for further informing on its mechanical condition. The experiment is performed on a 1:3-scale containment building mock-up. The results show that meaningful vibrations were generated during the pressurization test. Different features were extracted from the vibration signals and analyzed as a function of the internal pressure. Experimental modal analysis was performed and demonstrated that several frequency peaks generated during the pressurization cycle effectively corresponded to the eigenmodes of the containment building. The identified operational frequency modes exhibited remarkable hysteretic dependencies on the internal pressure. The latter was phenomenologically described through a simplified two-dimensional (2D) finite element model of the vessel. Besides, a surrogate statistical model based on the Principal Component Analysis of the vibration data was proposed as a baseline and so detect abnormal behavior. Then, different synthetic damage scenarios were created by subtlety altering the recorded signals and ultimately substantiate the capability of the statistical model to detect these odd signals. Finally, conclusions were drawn regarding the possibility of using mechanical vibrations for assisting in the licensing process of nuclear power plants and monitor the structural health condition of in-service containment buildings.
- 1 October 2019
- Published by Elsevier in Cement and Concrete Research
- Vol. 124
Effect of the Interfacial Transition Zone on ultrasonic wave attenuation and velocity in concrete
- 1 October 2019
- Published by Elsevier in Cement and Concrete Research
- Vol. 124
Effect of the Interfacial Transition Zone on ultrasonic wave attenuation and velocity in concrete
- Open Access
- 1 April 2019
- Published by Acoustical Society of America (ASA) in The Journal of the Acoustical Society of America
- Vol. 145 (4) , EL317-EL322
Passive structural monitoring based on data-driven matched field processing
A passive data-driven method to localize a defect in a structure using the ambient noise is derived. The approach requires only acoustic measurements in a spatially random noise field and no knowledge of the structure. Measurements are taken before and after the perturbation has occurred and Green's functions are retrieved by cross-correlating acoustic measurements. The difference between measured data reveals the perturbation. A frequency domain method based on matched field processing is then performed to localize the perturbation. The Bartlett, minimum variance and white noise gain constraint processors are implemented and their performances are illustrated on a numerical experiment.
- 1 April 2019
- Published by Acoustical Society of America (ASA) in The Journal of the Acoustical Society of America
- Vol. 145 (4) , EL317-EL322
Open AccessPassive structural monitoring based on data-driven matched field processing
A passive data-driven method to localize a defect in a structure using the ambient noise is derived. The approach requires only acoustic measurements in a spatially random noise field and no knowledge of the structure. Measurements are taken before and after the perturbation has occurred and Green's functions are retrieved by cross-correlating acoustic measurements. The difference between measured data reveals the perturbation. A frequency domain method based on matched field processing is then performed to localize the perturbation. The Bartlett, minimum variance and white noise gain constraint processors are implemented and their performances are illustrated on a numerical experiment.
- 1 August 2018
- Published by Elsevier in Construction and Building Materials
- Vol. 180, 531-543
Experimental modal analysis and finite element model updating for structural health monitoring of reinforced concrete radioactive waste packages
- 1 August 2018
- Published by Elsevier in Construction and Building Materials
- Vol. 180, 531-543
Experimental modal analysis and finite element model updating for structural health monitoring of reinforced concrete radioactive waste packages
- 1 June 2018
- Published by Elsevier in Composites Part B: Engineering
- Vol. 142, 287-292
Local damage evaluation of a laminate composite plate using ultrasonic birefringence of shear wave
- 1 June 2018
- Published by Elsevier in Composites Part B: Engineering
- Vol. 142, 287-292
Local damage evaluation of a laminate composite plate using ultrasonic birefringence of shear wave
- 1 February 2018
- Published by Elsevier in Ultrasonics
- Vol. 83, 80-87
Weld inspection by focused adjoint method
- 1 February 2018
- Published by Elsevier in Ultrasonics
- Vol. 83, 80-87
Weld inspection by focused adjoint method
- 1 July 2017
- Published by Acoustical Society of America (ASA) in The Journal of the Acoustical Society of America
- Vol. 142 (1) , 103-109
Experimental estimation of in vacuo structural admittance using random sources in a non-anechoic room
Identification of unexploded ordinance buried in the sediment in the littoral waters throughout the world is a problem of great concern. When illuminated by low-frequency sonar some of these targets exhibit an elastic response that can be used to identify them. This elastic behavior is embodied and identified by a quantity called the in vacuo structural admittance matrix Ys, a relationship between the sonar-induced forces and resulting vibration on its surface. When it is known it can be combined with surface impedances to predict the three-dimensional bistatic scattering in any fluid-like media and for any burial state (depth and orientation). At the heart of this is the measurement of Ys and it is demonstrated in this paper that this can be accomplished by studying the target in a simple (acoustically unaltered) in-air laboratory environment. The target chosen in this study is a thick spherical shell that was illuminated by a nearly spatially isotropic array of remote loudspeakers. Ys is constructed from ensemble averages of the cross-correlations of eight collocated accelerometers and microphones placed on the surface of the object. The structural admittance determined from the data showed excellent agreement with theory.
- 1 July 2017
- Published by Acoustical Society of America (ASA) in The Journal of the Acoustical Society of America
- Vol. 142 (1) , 103-109
Experimental estimation of in vacuo structural admittance using random sources in a non-anechoic room
Identification of unexploded ordinance buried in the sediment in the littoral waters throughout the world is a problem of great concern. When illuminated by low-frequency sonar some of these targets exhibit an elastic response that can be used to identify them. This elastic behavior is embodied and identified by a quantity called the in vacuo structural admittance matrix Ys, a relationship between the sonar-induced forces and resulting vibration on its surface. When it is known it can be combined with surface impedances to predict the three-dimensional bistatic scattering in any fluid-like media and for any burial state (depth and orientation). At the heart of this is the measurement of Ys and it is demonstrated in this paper that this can be accomplished by studying the target in a simple (acoustically unaltered) in-air laboratory environment. The target chosen in this study is a thick spherical shell that was illuminated by a nearly spatially isotropic array of remote loudspeakers. Ys is constructed from ensemble averages of the cross-correlations of eight collocated accelerometers and microphones placed on the surface of the object. The structural admittance determined from the data showed excellent agreement with theory.
- 1 April 2017
- Published by Elsevier in Ultrasonics
- Vol. 76, 145-153
Topological imaging in bounded elastic media
- 1 April 2017
- Published by Elsevier in Ultrasonics
- Vol. 76, 145-153
Topological imaging in bounded elastic media