Turbulent wind flow through permeable claddings mounted on elevated scaffold using CFD simulation

Abstract An extensive numerical study was carried out to evaluate the turbulent wind effects on permeable nets and impermeable film claddings mounted on elevated access scaffolding using computational fluid dynamics techniques. Debris net/sheet scaffold cladding was placed at a distance 1.5 m ahead...

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Main Authors: Ashish Agarwal, Hassan Irtaza
Format: Article
Language:English
Published: Wiley 2021-06-01
Series:Engineering Reports
Subjects:
Online Access:https://doi.org/10.1002/eng2.12350
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spelling doaj-9226e04c71d648f390a54dd9218e280c2021-06-07T06:35:45ZengWileyEngineering Reports2577-81962021-06-0136n/an/a10.1002/eng2.12350Turbulent wind flow through permeable claddings mounted on elevated scaffold using CFD simulationAshish Agarwal0Hassan Irtaza1Department of Civil Engineering Aligarh Muslim University Aligarh IndiaDepartment of Civil Engineering Aligarh Muslim University Aligarh IndiaAbstract An extensive numerical study was carried out to evaluate the turbulent wind effects on permeable nets and impermeable film claddings mounted on elevated access scaffolding using computational fluid dynamics techniques. Debris net/sheet scaffold cladding was placed at a distance 1.5 m ahead of the cubical building. Permeable nets of various porosities and aerodynamic coefficients were simulated, and the effects of aerodynamic coefficients on the pressure coefficients were studied on the scaffolding. The airflow behavior around and through the claddings and the cubical building, were also investigated. Permeable claddings have been modeled as porous media following the Forchheimer equation. The renormalization group k–ε turbulence model using Reynolds averaged Navier–Stokes equations (RANS) was used to simulate turbulent wind through/around the scaffold cladding. Commercially available software ANSYS FLUENT 6.3 was used for simulation and analysis. Results showed that the force/pressure coefficients on permeable/debris net claddings are proportional to the aerodynamic coefficient.https://doi.org/10.1002/eng2.12350debris netsimpermeable filmpermeable netsRANSscaffolds
collection DOAJ
language English
format Article
sources DOAJ
author Ashish Agarwal
Hassan Irtaza
spellingShingle Ashish Agarwal
Hassan Irtaza
Turbulent wind flow through permeable claddings mounted on elevated scaffold using CFD simulation
Engineering Reports
debris nets
impermeable film
permeable nets
RANS
scaffolds
author_facet Ashish Agarwal
Hassan Irtaza
author_sort Ashish Agarwal
title Turbulent wind flow through permeable claddings mounted on elevated scaffold using CFD simulation
title_short Turbulent wind flow through permeable claddings mounted on elevated scaffold using CFD simulation
title_full Turbulent wind flow through permeable claddings mounted on elevated scaffold using CFD simulation
title_fullStr Turbulent wind flow through permeable claddings mounted on elevated scaffold using CFD simulation
title_full_unstemmed Turbulent wind flow through permeable claddings mounted on elevated scaffold using CFD simulation
title_sort turbulent wind flow through permeable claddings mounted on elevated scaffold using cfd simulation
publisher Wiley
series Engineering Reports
issn 2577-8196
publishDate 2021-06-01
description Abstract An extensive numerical study was carried out to evaluate the turbulent wind effects on permeable nets and impermeable film claddings mounted on elevated access scaffolding using computational fluid dynamics techniques. Debris net/sheet scaffold cladding was placed at a distance 1.5 m ahead of the cubical building. Permeable nets of various porosities and aerodynamic coefficients were simulated, and the effects of aerodynamic coefficients on the pressure coefficients were studied on the scaffolding. The airflow behavior around and through the claddings and the cubical building, were also investigated. Permeable claddings have been modeled as porous media following the Forchheimer equation. The renormalization group k–ε turbulence model using Reynolds averaged Navier–Stokes equations (RANS) was used to simulate turbulent wind through/around the scaffold cladding. Commercially available software ANSYS FLUENT 6.3 was used for simulation and analysis. Results showed that the force/pressure coefficients on permeable/debris net claddings are proportional to the aerodynamic coefficient.
topic debris nets
impermeable film
permeable nets
RANS
scaffolds
url https://doi.org/10.1002/eng2.12350
work_keys_str_mv AT ashishagarwal turbulentwindflowthroughpermeablecladdingsmountedonelevatedscaffoldusingcfdsimulation
AT hassanirtaza turbulentwindflowthroughpermeablecladdingsmountedonelevatedscaffoldusingcfdsimulation
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