Hyperbolic Paraboloid Tensile Structure—Numerical CFD Simulation of Wind Flow in RWIND Software

Author:

Kawulok Marek12,Freiherrová Nela12,Horňáková Marie12ORCID,Juračka David12ORCID,Krejsa Martin1ORCID

Affiliation:

1. Department of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech Republic

2. Centre for Advanced Innovation Technologies, VSB-Technical University of Ostrava, 708 00 Ostrava, Czech Republic

Abstract

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.

Funder

Doctoral grant competition VSB— Technical University of Ostrava

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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