This paper investigates the wave propagation characteristics in pre-stressed structures with different geometric non-linearities utilizing the Carrera Unified Formulation (CUF). The CUF provides a versatile framework for modeling various structural configurations and non-linearity types, enabling a comprehensive analysis of wave propagation phenomena. The study considers different representative geometric non-linearities for which the governing equations are derived, and numerical solutions are obtained using a unified approach. The effects of pre-stress and geometric non-linearity on wave propagation behavior are systematically investigated. The results demonstrate that pre-stress can significantly influence wave propagation characteristics, such as modal frequencies and dispersion properties. The study provides insights into the wave propagation behavior in pre-stressed structures with different geometric nonlinearities, contributing to understanding wave propagation in complex acoustic-structural systems. Specifically, a CUF-modeled metallic box beam is considered herein. Initially, the first four non-rigid modal shapes of the unstressed, linear, and full non-linear box beam with a pre-stress are investigated, among which torsional and flexural modes can be recognized. Afterward, the equilibrium curves of such a structure for various geometrical non-linear approximations are traced, highlighting that all types of non-linearity induce a hardening behavior in the system, which increases with the pre-load, directly leading to a variation in modal frequencies. The investigation is further enriched through the comparison of the dispersion relations of the examined full non-linear structure as functions of the applied pre-load by exploiting Wave Finite Element Method (WFEM) capabilities. This knowledge paves the way for designing and optimizing pre-stressed systems with enhanced acoustic performance, fostering advancements in sound absorption, noise insulation, and structural isolation.
Wave propagation in Pre-stressed Structures with Geometric Non-linearities through Carrera Unified Formulation / Filippi, M.; Magliacano, D.; Petrolo, M.; Carrera, E.. - ELETTRONICO. - (2024). (Intervento presentato al convegno 30th AIAA/CEAS Aeroacoustics Conference (2024) tenutosi a Rome nel 4-7 June 2024) [10.2514/6.2024-3028].
Wave propagation in Pre-stressed Structures with Geometric Non-linearities through Carrera Unified Formulation
M. Filippi;D. Magliacano;M. Petrolo;E. Carrera
2024
Abstract
This paper investigates the wave propagation characteristics in pre-stressed structures with different geometric non-linearities utilizing the Carrera Unified Formulation (CUF). The CUF provides a versatile framework for modeling various structural configurations and non-linearity types, enabling a comprehensive analysis of wave propagation phenomena. The study considers different representative geometric non-linearities for which the governing equations are derived, and numerical solutions are obtained using a unified approach. The effects of pre-stress and geometric non-linearity on wave propagation behavior are systematically investigated. The results demonstrate that pre-stress can significantly influence wave propagation characteristics, such as modal frequencies and dispersion properties. The study provides insights into the wave propagation behavior in pre-stressed structures with different geometric nonlinearities, contributing to understanding wave propagation in complex acoustic-structural systems. Specifically, a CUF-modeled metallic box beam is considered herein. Initially, the first four non-rigid modal shapes of the unstressed, linear, and full non-linear box beam with a pre-stress are investigated, among which torsional and flexural modes can be recognized. Afterward, the equilibrium curves of such a structure for various geometrical non-linear approximations are traced, highlighting that all types of non-linearity induce a hardening behavior in the system, which increases with the pre-load, directly leading to a variation in modal frequencies. The investigation is further enriched through the comparison of the dispersion relations of the examined full non-linear structure as functions of the applied pre-load by exploiting Wave Finite Element Method (WFEM) capabilities. This knowledge paves the way for designing and optimizing pre-stressed systems with enhanced acoustic performance, fostering advancements in sound absorption, noise insulation, and structural isolation.File | Dimensione | Formato | |
---|---|---|---|
filippi-et-al-2024-wave-propagation-in-pre-stressed-structures-with-geometric-non-linearities-through-carrera-unified.pdf
accesso riservato
Tipologia:
2a Post-print versione editoriale / Version of Record
Licenza:
Non Pubblico - Accesso privato/ristretto
Dimensione
3.9 MB
Formato
Adobe PDF
|
3.9 MB | Adobe PDF | Visualizza/Apri Richiedi una copia |
Pubblicazioni consigliate
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
https://hdl.handle.net/11583/2989323