Sandrine Rakotonarivo - Academia.edu (original) (raw)
Papers by Sandrine Rakotonarivo
2023 IEEE International Ultrasonics Symposium (IUS)
HAL (Le Centre pour la Communication Scientifique Directe), 2018
International audienc
HAL (Le Centre pour la Communication Scientifique Directe), Sep 5, 2016
International audienc
HAL (Le Centre pour la Communication Scientifique Directe), 2019
It has already been shown that the scattering properties of an arbitrary object in an external me... more It has already been shown that the scattering properties of an arbitrary object in an external medium can be determined by three quantities: The structural impedance matrix, Zs, the input impedance matrix Zi, and the radiation impedance matrix, Zr. Only Zs is dependent on the specific, possibly unknown and complicated internal structure of the object; the other two are only dependent on the surface shape of the object and the external medium so they can be routinely computed. We have constructed a laboratory facility to measure the structural impedance of an object by placing it in an external, diffuse noise field. The measurements are made using an array of a double layer of MEMS microphones placed in the near field of the object; the array is embedded in a skeletal structure which surrounds the object. This array structure is programmatically generated from a 3D scan of the object, and constructed using a large 3D printer. Cross correlating the MEMS acoustic data together with holographic signal processing yields the structural impedance, with the large matrix-matrix calculations being accelerated on a GPU computing platform. These results combined with the other computed impedances provides the scattering properties of the object when placed (loaded) in an external medium. The details of the experimental setup are explained and preliminary results are presented.
Journal of the Acoustical Society of America, Oct 1, 2021
This paper presents a methodology based on analysis of spatial correlation functions for assessin... more This paper presents a methodology based on analysis of spatial correlation functions for assessing diffusivity of a sound field in reverberant and ordinary reflective rooms. A set of sound field measurements using a microphone array is performed in a room excited by a broadband signal and for many positions of loudspeakers. Each recorded signal is then broken down with a filter bank and the spatial correlation of each obtained band-limited signal is computed. Theoretical predictions of the spatial correlation function and the measured ones show very good agreement when spatial averaging and frequency conditions are met for producing a diffuse field. Evolution of the spatial correlation functions versus frequency and number of spatial averaging, i.e., number of sources positions, are examined in a reflective room. Results show that the proposed technique allows to determine the minimum number of required source positions and the actual lower frequency bound for considering that the field is diffuse. The latter is analogous to the Schroeder frequency for reverberant room. Interest of the presented methodology is its ability to experimentally assess in any reflective ordinary room the actual frequency range over which the field can be considered as diffuse. [Work funded by the AMIDEX Foundation.]
HAL (Le Centre pour la Communication Scientifique Directe), 2012
International audienc
Journal of the Acoustical Society of America, Oct 1, 2021
The Equivalent Source Method (ESM) allows to model the acoustical radiation of an object with a s... more The Equivalent Source Method (ESM) allows to model the acoustical radiation of an object with a set of monopole sources inside the object. This method efficiently describes acoustical radiation of an object with smooth surface, but is not performant for addressing diffraction induced by sharp edge. In this study, we use the simple source formulation to establish ESM as an integral formulation. In this form, ESM belong to the Boundary Element Method (BEM) family, with an implicit mesh. Therefore, we propose an alternative method similar to ESM with sources on the surface object, as the singularities can now be handled with the integral formulation. This new method is more performant than ESM for modeling diffraction, and is easier to implement than standard BEM based on Gauss Quadrature while it still takes advantage of the ESM implicit mesh. Comparisons of this hybrid method with ESM and standard BEM approaches show that the developed method is a good compromise between the two other approaches: the new method is more accurate than BEM, but less than ESM for a smooth object; while it is equivalent to BEM and more accurate than ESM for an edgy object. Work Funded by AMIDEX foundation.
Journal of the Acoustical Society of America, Apr 1, 2019
Direct adaptive equalization based on fast sparse recursive least squares algorithms for multiple... more Direct adaptive equalization based on fast sparse recursive least squares algorithms for multiple-input multipleoutput underwater acoustic communications
Journal of the Acoustical Society of America, Aug 1, 2020
This paper presents a method to calculate the bistatic response of an elastic object immersed in ... more This paper presents a method to calculate the bistatic response of an elastic object immersed in a fluid using its structural Green's function (in vacuo structural admittance matrix), calculated by placing the object in a spatially random noise field in air. The field separation technique and equivalent source method are used to reconstruct pressure and velocity fields at the object's surface from pressure measurements recorded on two conformal holographic surfaces surrounding the object. Accurate reconstruction of the surface velocity requires subtraction of the rigid body response computed using a finite element approach. The velocity and pressure fields on the surface lead to the extraction of the in vacuo structural admittance matrix of the elastic object, which is manipulated to yield the farfield bistatic response for a fluid-loaded target for several angles of incidence. This method allows the computation of the scattering properties of an elastic object using exclusive information calculated on its surface (no knowledge of the internal structure required). A numerical experiment involving a cylindrical shell with hemispherical caps is presented, and its bistatic response in water shows excellent agreement with a finite element solution.
HAL (Le Centre pour la Communication Scientifique Directe), Apr 11, 2022
HAL (Le Centre pour la Communication Scientifique Directe), Apr 11, 2022
HAL (Le Centre pour la Communication Scientifique Directe), Apr 11, 2022
HAL (Le Centre pour la Communication Scientifique Directe), 2019
HAL (Le Centre pour la Communication Scientifique Directe), Sep 1, 2019
HAL (Le Centre pour la Communication Scientifique Directe), 2017
International audienc
HAL (Le Centre pour la Communication Scientifique Directe), Jan 16, 2019
Various case studies: sodium return weir, tube, pump chamber… 2 nd and 3 rd plates: detectable an... more Various case studies: sodium return weir, tube, pump chamber… 2 nd and 3 rd plates: detectable and measurable 3 rd and 4 th plates provided with target: detectable and measurable Streight and curved cylinder behind vessel: detectable and measurable Hypothesis: walls (primary vessel, internal structures) = plane parallel plates Cube-corner target 3 rd plate Curved tube behind 1 screen Ultrasonic telemetry of objects behind screen(s)
HAL (Le Centre pour la Communication Scientifique Directe), 2018
International audienc
NDE/NDT, Structural Materials Technology for Highways and Bridges (SMT) and the International Sym... more NDE/NDT, Structural Materials Technology for Highways and Bridges (SMT) and the International Symposium on Non-Destructive Testing in Civil Engineering (NDT-CE) 2018, New Brunswick, ETATS-UNIS, 27-/08/2018 - 29/06/2018Pre-stressed concrete nuclear power plant containment vessel is the third barrier in case of an accident so that quantifying concrete properties with Non Destructive Evaluation (NDE) is a continuing goal. This includes the mapping of the following concrete properties: elastic modulus, water saturation, permeability. In addition, those measurements have to be challenged with the level of stress (which will be modified during an accident) possibly coupled with thermal induced damage. In the ANR French project 'Non Destructive Evaluation of containment nuclear plant structures' (ENDE) eight partners have carried out laboratory and in situ NDE measurements with the aim to compare and combine them to reach quantitative useful information about concrete conditions. In this paper we present a synthesis of the mains results obtained with classical and non-classical NDE methods. This includes electromagnetic techniques such as radar, capacitive measurements, resistivity measurements and ultrasonic measurements (impact echo, ultrasonic pulse velocity - in reflexion and transmission mode for longitudinal and transverse waves, surface waves, diffuse waves, coda wave interferometry, nonlinear acoustics, etc.). The laboratory experiments have been conducted on slabs 0.5 m x 0.25 m x 0.12 m, for one concrete mix formulated to be representative of nuclear containment walls, in different conditions: - sound concrete without any stress for different water saturations,- heat damage of partially saturated slab (at 80°C, 150°C, 200°C),- sound concrete under stress (up to 30% of the compressive strength),- heat damage concrete under stress.A series of NDE method combinations (using data fusion approach) is performed to solve the problem of multiple sensitivity issues. This laboratory work is then transposed on the VeRCoRS mock-up which is a 1/3 scaled concrete power plant (a Õ 16 m x h 30 m cylinder, with 0.40 m thick walls) heavily instrumented (700 sensors, 2 km of fiber optic). In this paper we present results obtained before, during and after a decennial test simulation which consists in increasing the internal pressure with air, maintaining its level to 4 bars during 2 hours and then decreasing back to the atmospheric pressure level.To conclude industrial and research perspectives are presented.Pre-stressed concrete nuclear power plant containment vessel is the third barrier in case of an accident so that quantifying concrete properties with Non Destructive Evaluation (NDE) is a continuing goal. This includes the mapping of the following concrete properties: elastic modulus, water saturation, permeability. In addition, those measurements have to be challenged with the level of stress (which will be modified during an accident) possibly coupled with thermal induced damage. In the ANR French project 'Non Destructive Evaluation of containment nuclear plant structures' (ENDE) eight partners have carried out laboratory and in situ NDE measurements with the aim to compare and combine them to reach quantitative useful information about concrete conditions. In this paper we present a synthesis of the mains results obtained with classical and non-classical NDE methods. This includes electromagnetic techniques such as radar, capacitive measurements, resistivity measurements and ultrasonic measurements (impact echo, ultrasonic pulse velocity - in reflexion and transmission mode for longitudinal and transverse waves, surface waves, diffuse waves, coda wave interferometry, nonlinear acoustics, etc.). The laboratory experiments have been conducted on slabs 0.5 m x 0.25 m x 0.12 m, for one concrete mix formulated to be representative of nuclear containment walls, in different conditions: - sound concrete without any stress for different water saturations,- heat damage of partially saturated slab (at 80°C, 150°C, 200°C),- sound concrete under stress (up to 30% of the compressive strength),- heat damage concrete under stress.A series of NDE method combinations (using data fusion approach) is performed to solve the problem of multiple sensitivity issues. This laboratory work is then transposed on the VeRCoRS mock-up which is a 1/3 scaled concrete power plant (a Õ 16 m x h 30 m cylinder, with 0.40 m thick walls) heavily instrumented (700 sensors, 2 km of fiber optic). In this paper we present results obtained before, during and after a decennial test simulation which consists in increasing the internal pressure with air, maintaining its level to 4 bars during 2 hours and then decreasing back to the atmospheric pressure level.To conclude industrial and research perspectives are presented
2023 IEEE International Ultrasonics Symposium (IUS)
HAL (Le Centre pour la Communication Scientifique Directe), 2018
International audienc
HAL (Le Centre pour la Communication Scientifique Directe), Sep 5, 2016
International audienc
HAL (Le Centre pour la Communication Scientifique Directe), 2019
It has already been shown that the scattering properties of an arbitrary object in an external me... more It has already been shown that the scattering properties of an arbitrary object in an external medium can be determined by three quantities: The structural impedance matrix, Zs, the input impedance matrix Zi, and the radiation impedance matrix, Zr. Only Zs is dependent on the specific, possibly unknown and complicated internal structure of the object; the other two are only dependent on the surface shape of the object and the external medium so they can be routinely computed. We have constructed a laboratory facility to measure the structural impedance of an object by placing it in an external, diffuse noise field. The measurements are made using an array of a double layer of MEMS microphones placed in the near field of the object; the array is embedded in a skeletal structure which surrounds the object. This array structure is programmatically generated from a 3D scan of the object, and constructed using a large 3D printer. Cross correlating the MEMS acoustic data together with holographic signal processing yields the structural impedance, with the large matrix-matrix calculations being accelerated on a GPU computing platform. These results combined with the other computed impedances provides the scattering properties of the object when placed (loaded) in an external medium. The details of the experimental setup are explained and preliminary results are presented.
Journal of the Acoustical Society of America, Oct 1, 2021
This paper presents a methodology based on analysis of spatial correlation functions for assessin... more This paper presents a methodology based on analysis of spatial correlation functions for assessing diffusivity of a sound field in reverberant and ordinary reflective rooms. A set of sound field measurements using a microphone array is performed in a room excited by a broadband signal and for many positions of loudspeakers. Each recorded signal is then broken down with a filter bank and the spatial correlation of each obtained band-limited signal is computed. Theoretical predictions of the spatial correlation function and the measured ones show very good agreement when spatial averaging and frequency conditions are met for producing a diffuse field. Evolution of the spatial correlation functions versus frequency and number of spatial averaging, i.e., number of sources positions, are examined in a reflective room. Results show that the proposed technique allows to determine the minimum number of required source positions and the actual lower frequency bound for considering that the field is diffuse. The latter is analogous to the Schroeder frequency for reverberant room. Interest of the presented methodology is its ability to experimentally assess in any reflective ordinary room the actual frequency range over which the field can be considered as diffuse. [Work funded by the AMIDEX Foundation.]
HAL (Le Centre pour la Communication Scientifique Directe), 2012
International audienc
Journal of the Acoustical Society of America, Oct 1, 2021
The Equivalent Source Method (ESM) allows to model the acoustical radiation of an object with a s... more The Equivalent Source Method (ESM) allows to model the acoustical radiation of an object with a set of monopole sources inside the object. This method efficiently describes acoustical radiation of an object with smooth surface, but is not performant for addressing diffraction induced by sharp edge. In this study, we use the simple source formulation to establish ESM as an integral formulation. In this form, ESM belong to the Boundary Element Method (BEM) family, with an implicit mesh. Therefore, we propose an alternative method similar to ESM with sources on the surface object, as the singularities can now be handled with the integral formulation. This new method is more performant than ESM for modeling diffraction, and is easier to implement than standard BEM based on Gauss Quadrature while it still takes advantage of the ESM implicit mesh. Comparisons of this hybrid method with ESM and standard BEM approaches show that the developed method is a good compromise between the two other approaches: the new method is more accurate than BEM, but less than ESM for a smooth object; while it is equivalent to BEM and more accurate than ESM for an edgy object. Work Funded by AMIDEX foundation.
Journal of the Acoustical Society of America, Apr 1, 2019
Direct adaptive equalization based on fast sparse recursive least squares algorithms for multiple... more Direct adaptive equalization based on fast sparse recursive least squares algorithms for multiple-input multipleoutput underwater acoustic communications
Journal of the Acoustical Society of America, Aug 1, 2020
This paper presents a method to calculate the bistatic response of an elastic object immersed in ... more This paper presents a method to calculate the bistatic response of an elastic object immersed in a fluid using its structural Green's function (in vacuo structural admittance matrix), calculated by placing the object in a spatially random noise field in air. The field separation technique and equivalent source method are used to reconstruct pressure and velocity fields at the object's surface from pressure measurements recorded on two conformal holographic surfaces surrounding the object. Accurate reconstruction of the surface velocity requires subtraction of the rigid body response computed using a finite element approach. The velocity and pressure fields on the surface lead to the extraction of the in vacuo structural admittance matrix of the elastic object, which is manipulated to yield the farfield bistatic response for a fluid-loaded target for several angles of incidence. This method allows the computation of the scattering properties of an elastic object using exclusive information calculated on its surface (no knowledge of the internal structure required). A numerical experiment involving a cylindrical shell with hemispherical caps is presented, and its bistatic response in water shows excellent agreement with a finite element solution.
HAL (Le Centre pour la Communication Scientifique Directe), Apr 11, 2022
HAL (Le Centre pour la Communication Scientifique Directe), Apr 11, 2022
HAL (Le Centre pour la Communication Scientifique Directe), Apr 11, 2022
HAL (Le Centre pour la Communication Scientifique Directe), 2019
HAL (Le Centre pour la Communication Scientifique Directe), Sep 1, 2019
HAL (Le Centre pour la Communication Scientifique Directe), 2017
International audienc
HAL (Le Centre pour la Communication Scientifique Directe), Jan 16, 2019
Various case studies: sodium return weir, tube, pump chamber… 2 nd and 3 rd plates: detectable an... more Various case studies: sodium return weir, tube, pump chamber… 2 nd and 3 rd plates: detectable and measurable 3 rd and 4 th plates provided with target: detectable and measurable Streight and curved cylinder behind vessel: detectable and measurable Hypothesis: walls (primary vessel, internal structures) = plane parallel plates Cube-corner target 3 rd plate Curved tube behind 1 screen Ultrasonic telemetry of objects behind screen(s)
HAL (Le Centre pour la Communication Scientifique Directe), 2018
International audienc
NDE/NDT, Structural Materials Technology for Highways and Bridges (SMT) and the International Sym... more NDE/NDT, Structural Materials Technology for Highways and Bridges (SMT) and the International Symposium on Non-Destructive Testing in Civil Engineering (NDT-CE) 2018, New Brunswick, ETATS-UNIS, 27-/08/2018 - 29/06/2018Pre-stressed concrete nuclear power plant containment vessel is the third barrier in case of an accident so that quantifying concrete properties with Non Destructive Evaluation (NDE) is a continuing goal. This includes the mapping of the following concrete properties: elastic modulus, water saturation, permeability. In addition, those measurements have to be challenged with the level of stress (which will be modified during an accident) possibly coupled with thermal induced damage. In the ANR French project 'Non Destructive Evaluation of containment nuclear plant structures' (ENDE) eight partners have carried out laboratory and in situ NDE measurements with the aim to compare and combine them to reach quantitative useful information about concrete conditions. In this paper we present a synthesis of the mains results obtained with classical and non-classical NDE methods. This includes electromagnetic techniques such as radar, capacitive measurements, resistivity measurements and ultrasonic measurements (impact echo, ultrasonic pulse velocity - in reflexion and transmission mode for longitudinal and transverse waves, surface waves, diffuse waves, coda wave interferometry, nonlinear acoustics, etc.). The laboratory experiments have been conducted on slabs 0.5 m x 0.25 m x 0.12 m, for one concrete mix formulated to be representative of nuclear containment walls, in different conditions: - sound concrete without any stress for different water saturations,- heat damage of partially saturated slab (at 80°C, 150°C, 200°C),- sound concrete under stress (up to 30% of the compressive strength),- heat damage concrete under stress.A series of NDE method combinations (using data fusion approach) is performed to solve the problem of multiple sensitivity issues. This laboratory work is then transposed on the VeRCoRS mock-up which is a 1/3 scaled concrete power plant (a Õ 16 m x h 30 m cylinder, with 0.40 m thick walls) heavily instrumented (700 sensors, 2 km of fiber optic). In this paper we present results obtained before, during and after a decennial test simulation which consists in increasing the internal pressure with air, maintaining its level to 4 bars during 2 hours and then decreasing back to the atmospheric pressure level.To conclude industrial and research perspectives are presented.Pre-stressed concrete nuclear power plant containment vessel is the third barrier in case of an accident so that quantifying concrete properties with Non Destructive Evaluation (NDE) is a continuing goal. This includes the mapping of the following concrete properties: elastic modulus, water saturation, permeability. In addition, those measurements have to be challenged with the level of stress (which will be modified during an accident) possibly coupled with thermal induced damage. In the ANR French project 'Non Destructive Evaluation of containment nuclear plant structures' (ENDE) eight partners have carried out laboratory and in situ NDE measurements with the aim to compare and combine them to reach quantitative useful information about concrete conditions. In this paper we present a synthesis of the mains results obtained with classical and non-classical NDE methods. This includes electromagnetic techniques such as radar, capacitive measurements, resistivity measurements and ultrasonic measurements (impact echo, ultrasonic pulse velocity - in reflexion and transmission mode for longitudinal and transverse waves, surface waves, diffuse waves, coda wave interferometry, nonlinear acoustics, etc.). The laboratory experiments have been conducted on slabs 0.5 m x 0.25 m x 0.12 m, for one concrete mix formulated to be representative of nuclear containment walls, in different conditions: - sound concrete without any stress for different water saturations,- heat damage of partially saturated slab (at 80°C, 150°C, 200°C),- sound concrete under stress (up to 30% of the compressive strength),- heat damage concrete under stress.A series of NDE method combinations (using data fusion approach) is performed to solve the problem of multiple sensitivity issues. This laboratory work is then transposed on the VeRCoRS mock-up which is a 1/3 scaled concrete power plant (a Õ 16 m x h 30 m cylinder, with 0.40 m thick walls) heavily instrumented (700 sensors, 2 km of fiber optic). In this paper we present results obtained before, during and after a decennial test simulation which consists in increasing the internal pressure with air, maintaining its level to 4 bars during 2 hours and then decreasing back to the atmospheric pressure level.To conclude industrial and research perspectives are presented