This paper presents the results of numerical investigations of bridge aeroelasticity. In particular static coefficients and instationary flutter derivatives for a symmetric bridge deck section using the Unsteady Reynolds-Averaged Navier–Stokes (URANS) method are obtained. The numerical model uses the Finite Volume discretization. The performed simulations are two-dimensional, and the turbulence is simulated by the k–o-SST model. The numerical model is validated by force and pressure measurements from wind tunnel experiments. The main goal of this work is to assess the capability of the numerically affordable URANS method for estimating bridge flutter derivatives. In general the simulated aeroelastic surface pressures and integrated f...
A numerical model to study the aerodynamic and aeroelastic bridge deck behavior is presented in this...
This paper considers the influence of the turbulence model adopted to numerically predict the aero-e...
A heaving and pitching two degrees of freedom bridge-deck sectional model apparatus representative o...
Increasing the efficiency in the process to numerically compute the flutter derivatives of bridge de...
Increasing the efficiency in the process to numerically compute the flutter derivatives of bridge de...
In this paper the results of two-dimensional numerical simulations of the flow field around a box-gi...
This paper concerns the capabilities and the limitations of computational fluid dynamic simulations ...
In this work the aeroelastic stability of long-span bridge decks is numerically investigated. A simu...
This paper presents the results of numerical simulation of the flutter performance of different gene...
In this work a numerical investigation of aeroelastic phenomena for long-span bridge decks is propos...
IIn this work a simulation model of aeroelastic phenomena for long-span bridges is presented. By the...
The main focus of this paper is to show the Computational Fluid Dynamic (CFD) potentiality about the...
The widely used formulation of aeroelastic forces presented in the work of Scanlan and Tomko (1971) ...
In order to prevent bridge deck flutter instability, it is very important to accurately measure in t...
none1noIn this article, the accuracy of standard computational fluid dynamics techniques and turbule...
A numerical model to study the aerodynamic and aeroelastic bridge deck behavior is presented in this...
This paper considers the influence of the turbulence model adopted to numerically predict the aero-e...
A heaving and pitching two degrees of freedom bridge-deck sectional model apparatus representative o...
Increasing the efficiency in the process to numerically compute the flutter derivatives of bridge de...
Increasing the efficiency in the process to numerically compute the flutter derivatives of bridge de...
In this paper the results of two-dimensional numerical simulations of the flow field around a box-gi...
This paper concerns the capabilities and the limitations of computational fluid dynamic simulations ...
In this work the aeroelastic stability of long-span bridge decks is numerically investigated. A simu...
This paper presents the results of numerical simulation of the flutter performance of different gene...
In this work a numerical investigation of aeroelastic phenomena for long-span bridge decks is propos...
IIn this work a simulation model of aeroelastic phenomena for long-span bridges is presented. By the...
The main focus of this paper is to show the Computational Fluid Dynamic (CFD) potentiality about the...
The widely used formulation of aeroelastic forces presented in the work of Scanlan and Tomko (1971) ...
In order to prevent bridge deck flutter instability, it is very important to accurately measure in t...
none1noIn this article, the accuracy of standard computational fluid dynamics techniques and turbule...
A numerical model to study the aerodynamic and aeroelastic bridge deck behavior is presented in this...
This paper considers the influence of the turbulence model adopted to numerically predict the aero-e...
A heaving and pitching two degrees of freedom bridge-deck sectional model apparatus representative o...