Collating Wind Data for Doubly-curved Shapes of Tensioned Surface Structures (Round Robin Exercise 3)

Membrane structures are typically applied in outdoor applications as sheltering or facade element. Therefore, they are subject to the natural elements and must be designed to resist these external loads. Especially in the field of wind analysis accurate wind load determination on these pretensioned...

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Published inProcedia engineering Vol. 155; pp. 152 - 162
Main Authors Colliers, Jimmy, Mollaert, Marijke, Vierendeels, Jan, De Laet, Lars
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 2016
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Online AccessGet full text
ISSN1877-7058
1877-7058
DOI10.1016/j.proeng.2016.08.016

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Abstract Membrane structures are typically applied in outdoor applications as sheltering or facade element. Therefore, they are subject to the natural elements and must be designed to resist these external loads. Especially in the field of wind analysis accurate wind load determination on these pretensioned lightweight structures has to be investigated. In this research, the state-of-the-art in wind loading on tensile surface structures is discussed, with focus on the pressure coefficient distributions for basic membrane shapes. The available but fragmented Cp-distributions for different doubly-curved shapes are explored and the wind loading on basic membrane shapes is assessed (in Round Robin Exercise 3). The available results of wind tunnel tests and computational fluid dynamics simulations are compiled in a uniform way to allow comparison and interpolation. Wind tunnel results and computational fluid dynamics data are presented trough standardised data forms describing test-setup, test model and the computed Cp-distributions for the basic membrane shapes. Furthermore, where crucial data is missing, a methodology is proposed for additional tests and simulations to be run in the future within the scope for a prospective Eurocode section for doubly-curved tensile surface and shell structures.
AbstractList Membrane structures are typically applied in outdoor applications as sheltering or facade element. Therefore, they are subject to the natural elements and must be designed to resist these external loads. Especially in the field of wind analysis accurate wind load determination on these pretensioned lightweight structures has to be investigated. In this research, the state-of-the-art in wind loading on tensile surface structures is discussed, with focus on the pressure coefficient distributions for basic membrane shapes. The available but fragmented Cp-distributions for different doubly-curved shapes are explored and the wind loading on basic membrane shapes is assessed (in Round Robin Exercise 3). The available results of wind tunnel tests and computational fluid dynamics simulations are compiled in a uniform way to allow comparison and interpolation. Wind tunnel results and computational fluid dynamics data are presented trough standardised data forms describing test-setup, test model and the computed Cp-distributions for the basic membrane shapes. Furthermore, where crucial data is missing, a methodology is proposed for additional tests and simulations to be run in the future within the scope for a prospective Eurocode section for doubly-curved tensile surface and shell structures.
Author Mollaert, Marijke
Colliers, Jimmy
Vierendeels, Jan
De Laet, Lars
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Keywords Membrane Structure
Wind Loading
Wind Tunnel Test
Computational Fluid Dynamics
Fluid-Structure Interaction
Round Robin Exercise
Pressure Coefficient Distribution
Cp-value
Tensile Surface Structure
Language English
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– ident: 10.1016/j.proeng.2016.08.016_bib0130
  doi: 10.1017/CBO9780511840531
– ident: 10.1016/j.proeng.2016.08.016_bib0145
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Snippet Membrane structures are typically applied in outdoor applications as sheltering or facade element. Therefore, they are subject to the natural elements and must...
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elsevier
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Index Database
Publisher
StartPage 152
SubjectTerms Computational Fluid Dynamics
Cp-value
Fluid-Structure Interaction
Membrane Structure
Pressure Coefficient Distribution
Round Robin Exercise
Tensile Surface Structure
Wind Loading
Wind Tunnel Test
Title Collating Wind Data for Doubly-curved Shapes of Tensioned Surface Structures (Round Robin Exercise 3)
URI https://dx.doi.org/10.1016/j.proeng.2016.08.016
Volume 155
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