TY - GEN
T1 - Multi-tonal reconstruction of penetrable obstacles by way of the linear sampling method
AU - Guzina, Bojan B.
AU - Cakoni, Fioralba
AU - Bellis, Cédric
PY - 2011
Y1 - 2011
N2 - This paper investigates the possibility of multi-frequency reconstruction of penetrable scatterers via the linear sampling method. On establishing a suitable approximate solution to the linear sampling equation and making an assumption of continuous frequency sweep, two possible choices for a cumulative multi-frequency indicator function of the scatterer's support are proposed. The first alternative, termed the "serial" indicator, is taken as a natural extension of its monochromatic companion in the sense that its computation entails space-frequency (as opposed to space) L2-norm of a solution to the linear sampling equation. Under a set of assumptions that include experimental observations down to zero frequency and compact frequency support of the wavelet used to illuminate the obstacle, this indicator function is further related to its time-domain counterpart. As a second possibility, the so-called "parallel" indicator is alternatively proposed as an L2-norm, in the frequency domain, of the monochromatic indicator function. By way of a perturbation analysis which demonstrates that the monochromatic solution of the linear sampling equation behaves as O(|k2-K∗2|-m), m ≥ 1 in the neighborhood of an isolated eigenvalue, K∗2, of the associated interior transmission problem [1], it is found that the "serial" indicator is unable to distinguish the interior from the exterior of a scatterer in situations when the prescribed frequency band traverses at least one such eigenvalue. In contrast the "parallel" indicator is, due to its particular structure, shown to be insensitive to the presence of germane interior eigenvalues, and thus to be robust in a generic scattering configuration.
AB - This paper investigates the possibility of multi-frequency reconstruction of penetrable scatterers via the linear sampling method. On establishing a suitable approximate solution to the linear sampling equation and making an assumption of continuous frequency sweep, two possible choices for a cumulative multi-frequency indicator function of the scatterer's support are proposed. The first alternative, termed the "serial" indicator, is taken as a natural extension of its monochromatic companion in the sense that its computation entails space-frequency (as opposed to space) L2-norm of a solution to the linear sampling equation. Under a set of assumptions that include experimental observations down to zero frequency and compact frequency support of the wavelet used to illuminate the obstacle, this indicator function is further related to its time-domain counterpart. As a second possibility, the so-called "parallel" indicator is alternatively proposed as an L2-norm, in the frequency domain, of the monochromatic indicator function. By way of a perturbation analysis which demonstrates that the monochromatic solution of the linear sampling equation behaves as O(|k2-K∗2|-m), m ≥ 1 in the neighborhood of an isolated eigenvalue, K∗2, of the associated interior transmission problem [1], it is found that the "serial" indicator is unable to distinguish the interior from the exterior of a scatterer in situations when the prescribed frequency band traverses at least one such eigenvalue. In contrast the "parallel" indicator is, due to its particular structure, shown to be insensitive to the presence of germane interior eigenvalues, and thus to be robust in a generic scattering configuration.
KW - Linear sampling method
KW - Multi-frequency reconstruction
KW - Transmission eigenvalues
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M3 - Conference contribution
AN - SCOPUS:84959884738
T3 - Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011
SP - 2594
EP - 2601
BT - Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011
A2 - Lombaert, G.
A2 - Muller, G.
A2 - De Roeck, G.
A2 - Degrande, G.
PB - University of Southampton, Institute of Sound Vibration and Research
T2 - 8th International Conference on Structural Dynamics, EURODYN 2011
Y2 - 4 July 2011 through 6 July 2011
ER -