A numerical study on the wave loading on offshore structures of different cross-sectional geometries under the action of regular waves

Coastal engineering and maritime hydraulics have experienced significant development over the years with the construction of bridges, oil exploration platforms, and ports, highlighting the importance of studying and quantifying the efforts resulting from wave loads on these structures. The present...

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Main Authors: Guilherme Fuhrmeister Vargas, Bruno Alvarez Scapin
Format: Article
Language:English
Published: Universidade Federal de Viçosa (UFV) 2023-05-01
Series:The Journal of Engineering and Exact Sciences
Subjects:
Online Access:https://periodicos.ufv.br/jcec/article/view/15748
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author Guilherme Fuhrmeister Vargas
Bruno Alvarez Scapin
author_facet Guilherme Fuhrmeister Vargas
Bruno Alvarez Scapin
author_sort Guilherme Fuhrmeister Vargas
collection DOAJ
description Coastal engineering and maritime hydraulics have experienced significant development over the years with the construction of bridges, oil exploration platforms, and ports, highlighting the importance of studying and quantifying the efforts resulting from wave loads on these structures. The present work aims to identify how a variation in the geometry of the cross-section, along the wave climate, can modify the magnitude of the wave loadings experienced by the structure. The open-source computational code OpenFOAM v. 4.1 was applied in the considered cases, along with the OlaFlow extension, considering the application of a structured mesh, the VOF (Volume of Fluid) methodology for representing the free surface, and the turbulence modeling according to Reynolds averaged equations (RANS). The results demonstrated that the shape of the cross-section plays an important role in the efforts experienced by the structure, and this influence is directly related to a characteristic length, whose intensification causes an increase in the magnitude of the experienced horizontal force. Likewise, by defining important dimensionless parameters, it was possible to obtain approximate expressions to determine the maximum wave force on the structures. The results and analyses carried out demonstrated that the force value calculated according to this approximation methodology is quite adequate, presenting relative errors smaller than 11,00%, corresponding to a relevant simplified approach for the determination of the maximum wave loads experienced by the structures, which can be important for proper design and analysis.  
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spelling doaj-art-2a3eda520d6d40ecbcc6a20f24ed2b9a2025-02-02T19:55:09ZengUniversidade Federal de Viçosa (UFV)The Journal of Engineering and Exact Sciences2527-10752023-05-019510.18540/jcecvl9iss5pp15748-01eA numerical study on the wave loading on offshore structures of different cross-sectional geometries under the action of regular wavesGuilherme Fuhrmeister Vargas0Bruno Alvarez Scapin1Federal University of Rio Grande do Sul (UFRGS) – Institute of Hydraulic Research (IPH), BrazilFederal University of Rio Grande do Sul (UFRGS) – Institute of Hydraulic Research (IPH), Brazil Coastal engineering and maritime hydraulics have experienced significant development over the years with the construction of bridges, oil exploration platforms, and ports, highlighting the importance of studying and quantifying the efforts resulting from wave loads on these structures. The present work aims to identify how a variation in the geometry of the cross-section, along the wave climate, can modify the magnitude of the wave loadings experienced by the structure. The open-source computational code OpenFOAM v. 4.1 was applied in the considered cases, along with the OlaFlow extension, considering the application of a structured mesh, the VOF (Volume of Fluid) methodology for representing the free surface, and the turbulence modeling according to Reynolds averaged equations (RANS). The results demonstrated that the shape of the cross-section plays an important role in the efforts experienced by the structure, and this influence is directly related to a characteristic length, whose intensification causes an increase in the magnitude of the experienced horizontal force. Likewise, by defining important dimensionless parameters, it was possible to obtain approximate expressions to determine the maximum wave force on the structures. The results and analyses carried out demonstrated that the force value calculated according to this approximation methodology is quite adequate, presenting relative errors smaller than 11,00%, corresponding to a relevant simplified approach for the determination of the maximum wave loads experienced by the structures, which can be important for proper design and analysis.   https://periodicos.ufv.br/jcec/article/view/15748Wave LoadingOffshore StructuresComputational Fluid DynamicsOpenFOAMOlaFlowRANS
spellingShingle Guilherme Fuhrmeister Vargas
Bruno Alvarez Scapin
A numerical study on the wave loading on offshore structures of different cross-sectional geometries under the action of regular waves
The Journal of Engineering and Exact Sciences
Wave Loading
Offshore Structures
Computational Fluid Dynamics
OpenFOAM
OlaFlow
RANS
title A numerical study on the wave loading on offshore structures of different cross-sectional geometries under the action of regular waves
title_full A numerical study on the wave loading on offshore structures of different cross-sectional geometries under the action of regular waves
title_fullStr A numerical study on the wave loading on offshore structures of different cross-sectional geometries under the action of regular waves
title_full_unstemmed A numerical study on the wave loading on offshore structures of different cross-sectional geometries under the action of regular waves
title_short A numerical study on the wave loading on offshore structures of different cross-sectional geometries under the action of regular waves
title_sort numerical study on the wave loading on offshore structures of different cross sectional geometries under the action of regular waves
topic Wave Loading
Offshore Structures
Computational Fluid Dynamics
OpenFOAM
OlaFlow
RANS
url https://periodicos.ufv.br/jcec/article/view/15748
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