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 in | Procedia engineering Vol. 155; pp. 152 - 162 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
2016
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Online Access | Get full text |
ISSN | 1877-7058 1877-7058 |
DOI | 10.1016/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. |
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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 |
Author_xml | – sequence: 1 givenname: Jimmy surname: Colliers fullname: Colliers, Jimmy email: jimmy.colliers@vub.ac.be organization: PhD – fellowship, Research Foundation Flanders (FWO), Egmontstraat 5, 1000 Brussel, Belgium – sequence: 2 givenname: Marijke surname: Mollaert fullname: Mollaert, Marijke organization: Prof. dr. ir., Vrije Universiteit Brussel (VUB), Department of Architectural Engineering, Pleinlaan 2, 1050 Brussel, Belgium – sequence: 3 givenname: Jan surname: Vierendeels fullname: Vierendeels, Jan organization: Prof. dr. ir., Universiteit Gent (UGENT), Department of Flow, Heat & Combustion Mechanics, Sint-Pietersnieuwstraat 41, 9000 Gent, Belgium – sequence: 4 givenname: Lars surname: De Laet fullname: De Laet, Lars organization: Prof. dr. ir.-arch., Vrije Universiteit Brussel (VUB), Department of Architectural Engineering, Pleinlaan 2, 1050 Brussel, Belgium |
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CitedBy_id | crossref_primary_10_1016_j_jweia_2020_104371 crossref_primary_10_1016_j_ress_2024_110183 crossref_primary_10_3390_app12178648 crossref_primary_10_1007_s43452_022_00545_y crossref_primary_10_1016_j_istruc_2022_05_086 crossref_primary_10_3390_app122110790 crossref_primary_10_1016_j_engstruct_2020_111569 crossref_primary_10_1080_15732479_2023_2209088 crossref_primary_10_1016_j_engstruct_2021_112956 crossref_primary_10_1016_j_jobe_2021_103203 crossref_primary_10_1063_5_0232369 crossref_primary_10_3390_app13074135 crossref_primary_10_1016_j_engstruct_2019_110043 |
Cites_doi | 10.1061/(ASCE)1076-0431(2009)15:2(35) 10.1007/978-3-211-73076-8_2 10.1016/0167-6105(86)90037-1 10.1002/gamm.201490014 10.1016/j.atmosenv.2006.08.019 10.1016/j.jweia.2012.01.003 10.1016/j.engstruct.2010.11.001 10.1260/0266-3511.25.1.35 10.1631/jzus.A0820430 10.1017/CBO9780511840531 |
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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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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) |
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