4 resultados para ACOUSTIC WAVES - Attenuation

em AMS Tesi di Dottorato - Alm@DL - Università di Bologna


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Introduzione. Le cellule mesenchimali derivate dal tessuto adiposo (hASC) rappresentano un importante strumento per la terapia cellulare, in quanto derivano da un tessuto adulto abbondante e facilmente reperibile. Con il dispositivo medico Lipogems l’isolamento di tali cellule è eseguito esclusivamente mediante sollecitazioni meccaniche. Il prodotto ottenuto è quindi minimamente manipolato e subito utilizzabile. Ad oggi, il condizionamento pro-differenziativo delle staminali è per lo più attuato mediante molecole di sintesi. Tuttavia, altri fattori possono modulare la fisiologia cellulare, come gli stimoli fisici e molecole naturali. Onde elettromagnetiche hanno indotto in modelli cellulari staminali l’espressione di alcuni marcatori di differenziamento e, in cellule adulte, una riprogrammazione, mentre estratti embrionali di Zebrafish sono risultati antiproliferativi sia in vitro che in vivo. Metodi. La ricerca di nuove strategie differenziative sia di natura fisica che molecolare, nel particolare onde acustiche ed estratti embrionali di Zebrafish, è stata condotta utilizzando come modello cellulare le hASC isolate con Lipogems. Onde acustiche sono state somministrate mediante l’utilizzo di due apparati di trasduzione, un generatore di onde meccaniche e il Cell Exciter . I trattamenti con gli estratti embrionali sono stati effettuati utilizzando diverse concentrazioni e diversi tempi sperimentali. Gli effetti sull’espressione dei marcatori di staminalità e differenziamento relativi ai trattamenti sono stati saggiati in RT-PCR quantitativa relativa e/o in qPCR. Per i trattamenti di tipo molecolare è stata valutata anche la proliferazione. Risultati e conclusioni. La meta-analisi dei dati delle colture di controllo mostra la stabilità d’espressione genica del modello. I trattamenti con i suoni inducono variazioni dell’espressione genica, suggerendo un ruolo regolatorio di tali stimoli, in particolare del processo di commitment cardiovascolare. Due degli estratti embrionali di Zebrafish testati inibiscono la proliferazione alle 72 ore dalla somministrazione. L’analisi d’espressione associata ai trattamenti antiproliferativi suggerisce che tale effetto abbia basi molecolari simili ai processi di differenziamento.

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The Southern Tyrrhenian subduction system shows a complex interaction among asthenospheric flow, subducting slab and overriding plate. To shed light on the deformations and mechanical properties of the slab and surrounding mantle, I investigated seismic anisotropy and attenuation properties through the subduction region. I used both teleseisms and slab earthquakes, analyzing shear-wave splitting on SKS and S phases, respectively. The fast polarization directions φ, and the delay time, δt, were retrieved using the method of Silver and Chan [1991. SKS and S φ reveal a complex anisotropy pattern across the subduction zone. SKS-rays sample primarily the sub-slab region showing rotation of fast directions following the curved shape of the slab and very strong anisotropy. S-rays sample mainly the slab, showing variable φ and a smaller δt. SKS and S splitting reveals a well developed toroidal flow at SW edge of the slab, while at its NE edge the pattern is not very clear. This suggests that the anisotropy is controlled by the slab rollback, responsible for about 100 km slab parallel φ in the sub-slab mantle. The slab is weakly anisotropic, suggesting the asthenosphere as main source of anisotropy. To investigate the physical properties of the slab and surrounding regions, I analyzed the seismic P and S wave attenuation. By inverting high-quality S-waves t* from slab earthquakes, 3D attenuation models down to 300 km were obtained. Attenuation results image the slab as low-attenuation body, but with heterogeneous QS and QP structure showing spot of high attenuation , between 100-200 km depth, which could be due dehydration associated to the slab metamorphism. A low QS anomaly is present in the mantle wedge beneath the Aeolian volcanic arc and could indicate mantle melting and slab dehydration.

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The use of guided ultrasonic waves (GUW) has increased considerably in the fields of non-destructive (NDE) testing and structural health monitoring (SHM) due to their ability to perform long range inspections, to probe hidden areas as well as to provide a complete monitoring of the entire waveguide. Guided waves can be fully exploited only once their dispersive properties are known for the given waveguide. In this context, well stated analytical and numerical methods are represented by the Matrix family methods and the Semi Analytical Finite Element (SAFE) methods. However, while the former are limited to simple geometries of finite or infinite extent, the latter can model arbitrary cross-section waveguides of finite domain only. This thesis is aimed at developing three different numerical methods for modelling wave propagation in complex translational invariant systems. First, a classical SAFE formulation for viscoelastic waveguides is extended to account for a three dimensional translational invariant static prestress state. The effect of prestress, residual stress and applied loads on the dispersion properties of the guided waves is shown. Next, a two-and-a-half Boundary Element Method (2.5D BEM) for the dispersion analysis of damped guided waves in waveguides and cavities of arbitrary cross-section is proposed. The attenuation dispersive spectrum due to material damping and geometrical spreading of cavities with arbitrary shape is shown for the first time. Finally, a coupled SAFE-2.5D BEM framework is developed to study the dispersion characteristics of waves in viscoelastic waveguides of arbitrary geometry embedded in infinite solid or liquid media. Dispersion of leaky and non-leaky guided waves in terms of speed and attenuation, as well as the radiated wavefields, can be computed. The results obtained in this thesis can be helpful for the design of both actuation and sensing systems in practical application, as well as to tune experimental setup.

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The present thesis focuses on elastic waves behaviour in ordinary structures as well as in acousto-elastic metamaterials via numerical and experimental applications. After a brief introduction on the behaviour of elastic guided waves in the framework of non-destructive evaluation (NDE) and structural health monitoring (SHM) and on the study of elastic waves propagation in acousto-elastic metamaterials, dispersion curves for thin-walled beams and arbitrary cross-section waveguides are extracted via Semi-Analytical Finite Element (SAFE) methods. Thus, a novel strategy tackling signal dispersion to locate defects in irregular waveguides is proposed and numerically validated. Finally, a time-reversal and laser-vibrometry based procedure for impact location is numerically and experimentally tested. In the second part, an introduction and a brief review of the basic definitions necessary to describe acousto-elastic metamaterials is provided. A numerical approach to extract dispersion properties in such structures is highlighted. Afterwards, solid-solid and solid-fluid phononic systems are discussed via numerical applications. In particular, band structures and transmission power spectra are predicted for 1P-2D, 2P-2D and 2P-3D phononic systems. In addition, attenuation bands in the ultrasonic as well as in the sonic frequency regimes are experimentally investigated. In the experimental validation, PZTs in a pitch-catch configuration and laser vibrometric measurements are performed on a PVC phononic plate in the ultrasonic frequency range and sound insulation index is computed for a 2P-3D phononic barrier in the sonic frequency range. In both cases the numerical-experimental results comparison confirms the existence of the numerical predicted band-gaps. Finally, the feasibility of an innovative passive isolation strategy based on giant elastic metamaterials is numerically proved to be practical for civil structures. In particular, attenuation of seismic waves is demonstrated via finite elements analyses. Further, a parametric study shows that depending on the soil properties, such an earthquake-proof barrier could lead to significant reduction of the superstructure displacement.