This paper describes the development and testing of a numerical model, based around the Large Eddy Simulation model, of a flexible 5:1 rectangular cylinder. We report on the vortex-induced vibration (VIV) of the bending cylinder, which is an analogue for a flexible bridge deck. Compared with a 3D heaving sectional model, distinct differences in surface pressure distributions and Strouhal number in the span-wise direction were found. In addition, certain span-wise flow features were thought to trigger the lock-in when the flexible model underwent the bending VIV response
This study is based on the simulation of the fluid-structure interaction on risers. We aim to quan...
A finite volume incompressible flow solver has been developed to simulate a moving body in fluid and...
peer reviewedThis paper presents the results of investigations into the flow around a rectangular cy...
This paper describes the development and testing of a numerical model, based around the Large Eddy S...
This paper presents a numerical method based on a LES approach to modelling the unsteady flow around...
In this paper, a wind tunnel study is described focusing on analysing the pressure distribution and ...
Considered to be representative of a generic bridge deck geometry and characterised by a highly unst...
As a the limit-cycle oscillation, vortex-induced vibration (VIV) does not cause catastrophic failure...
[Abstract:] Flexible structures, such as cable-supported bridges, are prone to suffer from vortex-in...
Vortex induced vibration (VIV) is an important phenomenon which appears in flexible structures immer...
In this work the practical applicability of a 2D URANS approach adopting a block structured mesh and...
The paper reports on experiments carried out over a wide range of Reynolds numbers in a high pressur...
The aim of this paper is to provide a contribution to the study of the 3D, high Reynolds number, tur...
Abstract: The aim of this paper is to provide a contribution to the study of the 3D, high Reynolds n...
Abstract. The aerodynamics of simple geometries such as the circle, the square and the rec-tangle is...
This study is based on the simulation of the fluid-structure interaction on risers. We aim to quan...
A finite volume incompressible flow solver has been developed to simulate a moving body in fluid and...
peer reviewedThis paper presents the results of investigations into the flow around a rectangular cy...
This paper describes the development and testing of a numerical model, based around the Large Eddy S...
This paper presents a numerical method based on a LES approach to modelling the unsteady flow around...
In this paper, a wind tunnel study is described focusing on analysing the pressure distribution and ...
Considered to be representative of a generic bridge deck geometry and characterised by a highly unst...
As a the limit-cycle oscillation, vortex-induced vibration (VIV) does not cause catastrophic failure...
[Abstract:] Flexible structures, such as cable-supported bridges, are prone to suffer from vortex-in...
Vortex induced vibration (VIV) is an important phenomenon which appears in flexible structures immer...
In this work the practical applicability of a 2D URANS approach adopting a block structured mesh and...
The paper reports on experiments carried out over a wide range of Reynolds numbers in a high pressur...
The aim of this paper is to provide a contribution to the study of the 3D, high Reynolds number, tur...
Abstract: The aim of this paper is to provide a contribution to the study of the 3D, high Reynolds n...
Abstract. The aerodynamics of simple geometries such as the circle, the square and the rec-tangle is...
This study is based on the simulation of the fluid-structure interaction on risers. We aim to quan...
A finite volume incompressible flow solver has been developed to simulate a moving body in fluid and...
peer reviewedThis paper presents the results of investigations into the flow around a rectangular cy...