This paper deals with the numerical simulation of flow around three different two-dimensional bluff bodies: a 1:1 square cylinder, a 1:5 rectangular cylinder and a realistic bridge section. The Unsteady Reynolds-Averaged Navier-Stokes (URANS) and the Detached-Eddy Simulation (DES) techniques are employed. In the process the influence of various modelling parameters, such as turbulence modelling, and flow parameters, such as Reynolds number and incidence angle, is investigated. Validation of computed results with the experimental data shows that the URANS-based computational approach is well capable of predicting the basic unsteady flow phenomena in the considered cases. The first DES results for a 1:5 cylinder are presented and briefly discussed. In addition, it is shown that the sharpness of section corners plays a key role in the development of the flow around typical bridge deck profiles, strongly affecting the Strouhal number and global aerodynamic coefficients.
URANS and DES simulation of flow around bridge sections / Claudio Mannini; Ante Soda; Ralph Voss; Günter Schewe. - STAMPA. - (2007), pp. 449-458. (Intervento presentato al convegno 9° Convegno Nazionale di Ingegneria del Vento (IN-VENTO 2006) tenutosi a Pescara nel 18-21 giugno 2006).
URANS and DES simulation of flow around bridge sections
MANNINI, CLAUDIO;
2007
Abstract
This paper deals with the numerical simulation of flow around three different two-dimensional bluff bodies: a 1:1 square cylinder, a 1:5 rectangular cylinder and a realistic bridge section. The Unsteady Reynolds-Averaged Navier-Stokes (URANS) and the Detached-Eddy Simulation (DES) techniques are employed. In the process the influence of various modelling parameters, such as turbulence modelling, and flow parameters, such as Reynolds number and incidence angle, is investigated. Validation of computed results with the experimental data shows that the URANS-based computational approach is well capable of predicting the basic unsteady flow phenomena in the considered cases. The first DES results for a 1:5 cylinder are presented and briefly discussed. In addition, it is shown that the sharpness of section corners plays a key role in the development of the flow around typical bridge deck profiles, strongly affecting the Strouhal number and global aerodynamic coefficients.I documenti in FLORE sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.