In this paper a mathematical model for the aeroelastic stability analysis of multiple-deck long-span bridges is presented. The proposed model is based on the vortex concept of classical two-dimensional potential flow theory. In detail, for each deck beam cross-section a single potential vortex and, as a consequence of the section oscillation in the cross-wind flow, a wake distributed one are related by the Hemholtz condition. The model is first developed for a single-deck bridge cross-section in order to allow comparison with the Theodorsen's thin airfoil theory. Then, it is extended to the case of twin- and triple-deck bridge cross-sections. The comparison in real cases between the binary-flutter critical conditions obtained via present model and the available experimental data shows a good agreement.
Vairo, G. (2003). Un modello di vorticità per l'analisi della stabilità aeroelastica dei ponti di grande luce con impalcato multiplo (in Italian) - A vorticity model for the aeroelastic stability analysis of long-span bridges with multi-box girder. In Atti del XXXII Convegno nazionale dell'associazione italiana per l'analisi delle sollecitazioni (AIAS 2003). Salerno.
Un modello di vorticità per l'analisi della stabilità aeroelastica dei ponti di grande luce con impalcato multiplo (in Italian) - A vorticity model for the aeroelastic stability analysis of long-span bridges with multi-box girder
VAIRO, GIUSEPPE
2003-09-01
Abstract
In this paper a mathematical model for the aeroelastic stability analysis of multiple-deck long-span bridges is presented. The proposed model is based on the vortex concept of classical two-dimensional potential flow theory. In detail, for each deck beam cross-section a single potential vortex and, as a consequence of the section oscillation in the cross-wind flow, a wake distributed one are related by the Hemholtz condition. The model is first developed for a single-deck bridge cross-section in order to allow comparison with the Theodorsen's thin airfoil theory. Then, it is extended to the case of twin- and triple-deck bridge cross-sections. The comparison in real cases between the binary-flutter critical conditions obtained via present model and the available experimental data shows a good agreement.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.