Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND Software
Tensile membrane structures combine a prestressed roofing envelope material and supporting elements. To design these structures, there is a set of recommendations in the European Design Guide for Tensile Surface Structures and some other national standards. However, currently, there is no official s...
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MDPI AG
2023-03-01
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Online Access: | https://www.mdpi.com/2075-5309/13/3/681 |
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author | Marek Kawulok Nela Freiherrová Marie Horňáková David Juračka Martin Krejsa |
author_facet | Marek Kawulok Nela Freiherrová Marie Horňáková David Juračka Martin Krejsa |
author_sort | Marek Kawulok |
collection | DOAJ |
description | Tensile membrane structures combine a prestressed roofing envelope material and supporting elements. To design these structures, there is a set of recommendations in the European Design Guide for Tensile Surface Structures and some other national standards. However, currently, there is no official standard related to the design process of tensile structures in the European Union. The structure studied in this project is considered as permanent roofing of an external testing device in the shape of a simple hyperbolic paraboloid without enclosing walls. Snow and wind loads were analyzed as the most critical types of loading in the location. Determining the value of the snow load is relatively simple according to the European standard. However, in the case of the wind load, this shape is not considered in the European standard and needs to be solved experimentally or by numerical simulation in a wind tunnel. The present contribution focuses on numerical analysis of the wind flow in RFEM software and simulation of the wind tunnel in RWIND software. |
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language | English |
last_indexed | 2024-03-11T06:50:07Z |
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spelling | doaj.art-eb0c01a0b3ef43c4bd751e1134493daa2023-11-17T10:02:41ZengMDPI AGBuildings2075-53092023-03-0113368110.3390/buildings13030681Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND SoftwareMarek Kawulok0Nela Freiherrová1Marie Horňáková2David Juračka3Martin Krejsa4Department of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech RepublicDepartment of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech RepublicDepartment of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech RepublicDepartment of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech RepublicDepartment of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech RepublicTensile membrane structures combine a prestressed roofing envelope material and supporting elements. To design these structures, there is a set of recommendations in the European Design Guide for Tensile Surface Structures and some other national standards. However, currently, there is no official standard related to the design process of tensile structures in the European Union. The structure studied in this project is considered as permanent roofing of an external testing device in the shape of a simple hyperbolic paraboloid without enclosing walls. Snow and wind loads were analyzed as the most critical types of loading in the location. Determining the value of the snow load is relatively simple according to the European standard. However, in the case of the wind load, this shape is not considered in the European standard and needs to be solved experimentally or by numerical simulation in a wind tunnel. The present contribution focuses on numerical analysis of the wind flow in RFEM software and simulation of the wind tunnel in RWIND software.https://www.mdpi.com/2075-5309/13/3/681CFDhyparpressure coefficienttensile structureroofwind analysis |
spellingShingle | Marek Kawulok Nela Freiherrová Marie Horňáková David Juračka Martin Krejsa Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND Software Buildings CFD hypar pressure coefficient tensile structure roof wind analysis |
title | Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND Software |
title_full | Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND Software |
title_fullStr | Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND Software |
title_full_unstemmed | Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND Software |
title_short | Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND Software |
title_sort | hyperbolic paraboloid tensile structure numerical cfd simulation of wind flow in rwind software |
topic | CFD hypar pressure coefficient tensile structure roof wind analysis |
url | https://www.mdpi.com/2075-5309/13/3/681 |
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